HomeMy WebLinkAbout4355 Pierson StreetFOR OFFICE USE ONLY
u
City of war:
LAMMUNRy OlvPiDPMFM naiwemu»
Building B Inspection Services
7500 W. 290 Ave., Wheat Ridge, CO 50033 wan Revkwrie:
Office: 303-23&2855"Fax: 303237-8929
Inspection Line: 303-2345933 -- -
Email : pmrm1sftl.wheaftxJw.co.us
Building Permit Application
Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. "11'
Property Acidness: Y3SS Pltasn#r
Property Own(pleasepitp kLV% Elltn 341111001 :3D3-933-33bN
Property Owner EmeB: wg.!N:yIQ ULT ZE PLO. NST
Tenant Name (Commercial Projects Odlyl Al ) A
Property Owner Mailing Address: (ii'diflerent than pmpertyaddress)
Address P.Q. 60. `r 39
City, State, Zip: tolAAA14 A d a e Ca 8 00 39
ArchitecUEngmeer E-nmW IVN (rte— N I A
Contractor Name. NIA iiomi ow ALR)\
City of Wheal Ridge Ljesilleik N
Contractor Eynail Address:
For Plan Review Questions & coseneaRY jp1YM putt);
CONTACT NAME (please prial K0A JgML3 Phens: 303.933-33bh
CONTACT EMAIL(pleass print): Ktn11 dQ N6T-.t906, PUY
Sub Contractors (Must proWde Wheat Ridge License Noe wed Subcontractor Authorization form):
EIearical: Rumbing: !. Mecnanical'. N
W.R. City License# N)A W.R. City Lioma # n)IT W.R.City Llrenae# 'f�
ONw City Licensed Sub: Cmer Cay Liamsed Sub: .1 I r�
City License# N City Llmnee# rV fT
Complete all highlighted fields.
❑COMMERCIAL ❑RESIDENTIAL
rroviae description Of WOrK: For ALL projects, provide a detalled description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materiels to be used, etc.
Pt bb Fcc f�R�drn� Zgto EPA Cl (14Y. j:to9 Wopofi odoe
LdPz mewl ; Prwswea IC "NOT 34Ct41 WU kJ Ae%
No blGt.+a; c CAnntA.Iti eaa SNs2P.T "
0 No %+Vtaffd 9A31111. , h J;iii ot�l - Ne t:�twa(IS
6" Oovlda writ.✓ FLUE
Sq. FULF Nip BM j '���A'l�dol.
Amps N� Squsias� Fo)rNIA Q NIA r" IIJ andesons
For Commercial Projects Only: Occupancy Type: _ Construction Type:
Occupancy Load: Square Footage:
ProjectViNk e: (Conduct value ar Me cost of RlLmaledals and labor Mdidded in and dons project)
g 3 we 0e Valuation Okay
OWN6R/CONtMCfOR SIGNATURE OF UNDERSTANDING AND AGRRE W
1 hereby nudity MM the drei wade a prefixed by Mia permitapplivi am acnes¢ anddo not violaroapplicable oadwmcea, mlea or
regulations of the City of Whets Ridge or wvenenw, pamwla or nestriniene of rpon; that all mreavuneota donne and allegations made are
ai:cwaiat; Mal l have read and agree a abide M Al wooded primed Or Mu application and Mm I ands, NII reapwnbility fmwmpliari
with applicable City ofWbem Ridge cadm and oidio rata fwwoA under any pemtil loud basal on Ibis applwalid: MG I an pu bad owner
or love beau amborved by the lege) Ifni of the properly to pert Me derdbed wort and w ado ordained by the legal owner of My
entity included on this andIr ial In lid not enity on tis application.1, Me applicant for Mu Wild'mg permp application, warrant the
wMtul wy of Me inMrtnation prodded! on Mc application.
C1RCG8OAi' OWNS WON�SI[/(CION ix (RUTH RlZ¢O RFFRaSRNT'ATHE) of (OWNER) (CONTRACTOR)
�"odnor lM*wvmedlij '/'..`_ • ,�.� bad: /j LI
PrYMANw:_ qed}� b Tq G i
DEPARTMENT USE ONLY
ZONING coMMaRrvrs: accwaucvcusnRwnoN
Reviewer. CCNSIAUCIION IYPf.
ala1DINai DEYI.mMENI COAIMEXI6
ftNlewir
`N ,, WORKS COMMENTS'.
Reviewer.
Building DlVisiun Valuation:
T City of
-f CO,LkXIUNfTf DFV2L0FtdtE9__
Building & Inspection Services
7500 W. 291 Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: ermits ci.whea ige.co.0
F
OFFICE USE ONLY
PlaMPern►ft #
Plan Revfew Fee:
Building Permit Application
*** Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Address: �.>.5r
Property Owner (please print): ,Q1&L ,1_ Phone: 303' 7/6 "�s'jf
Property Owner Email:.
Tenant Name (Commercial Projects Only) _ _ _ _ _ _
Property Owner Mailing Address: (if different than property address)
Address:
City, State, Zip:
Architect/Engineer E-mail:
Phone:
Contractor Name: ke 4 l Tyr& _
City of Wheat Ridge License M
Contractor E-mail Address:
Phone:.
For Plan Review Questions & Comments (please print):
CONTACT NAME (please pNnt):. 6. _�Ai- 'r- Phone: _Z` 2-371- Y24E
CONTACT EMAIL(please print):.
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License 9 City License #
Complete all highlighted fields.
OCOMMERCIAL Ei4RESIDENTIAL
Provide description of work: For ALL projects, provide a detailed description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.
S ei . FO L F STUS '3® 000 Gallons - — --
Amps Squares -. _v For Solar: KW 0 of Panels Requires Structural
For Commercial Projects Only: Occupancy Type: Construction Typ,
Occupancy Load: Square Footage:
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$"36dC%--&-
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE: (OWNER):O] CTOR) or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and last name):. `-�` DA's' Ly
Printed Name:
ZONING COMMM rS;
Reviewer:
BUI ING DEPARTMENT CC"""JTc-
Reviewer. ---
PUBLIC WORKS COMMENTS:
Reviewer.
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
Building Division Valuation:
Complete all highlighted fields.
❑COMMERCIAL [RESIDENTIAL
Provide descri #ion of work: For ALL projects, provide a detailed description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.
Sq. FULF
"IJ) I�
RITUe N i A
Gallons ;•'� 1 R
Amps _ ��
squares
For Solar: n Kw
"lo,ElntPanels QVIIF�Rscp:lrestru+rat
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage: _
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
OWNERICONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE 01V,�WNER (CONTRACTOR) I r (m UTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
5ienari�rc {lirtti anal lux` seams): �I� DA r L:
Q123 �
trued Nanw: �A m r S
ZONING COMMMENTS.
Revlewer
BUILDING DEPARTMENT COMMENTS:
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer:
DEPARTMENT USE O
T_WCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE'
Building Division Valuation:
City Cif+
�$ WH k
I�+i.1�liJNt i5t f3i vELClPiwt]EN
Building & Inspection Services
7500 W. 291h Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: per ci.wheatridge.co.us
I FOR OFFICE USE ONLY
Date:
PlanlPermit #
Plan Review Fee:
Building Permit Application
Complete all applicable highlighted areas on both sides of this form.
Incomplete applications may not be processed. *''°*
Property Address: y 51j . S c -N Co i DJ 3
Property Owner (please print): 11 j,1 . eh me S Phone ' Q c
Property Owner Email: ,2,v% 2 L N F I Z IF ?D a N E -r
Tenant Name (Commercial Projects Only) f\Pr
Property Owner Malting Address: (if different than property address)
Address:
City, State, Zip: w6_4 10K 4-1,x. . C.0
0
ArchiteiGtIC. 'neer: 4\)i I)
ArchitecVEngineer E-mail: N
Contractor Name: ;N/ ri, l We 0A t o w A c'
City of Wheat Ridge License #:
w J t�_
Contractor E-mail Address: 1'.J ) k
For Plan Review Questions & Comments (please print):
Phone: �J)
Picone: to i
CONTACT NAME (please print): K e h 3.I m 4s Phone: 'its 3- 9 3 y- -z'� L y
CONTACT EMAIL(please print): , _ uJz-7 D _ ��Z t
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: Plumbing:j Mechanical:
W.R. City License # � 11 W.R. City License # IV) A- W.R. City License # to
Other City Licensed Sub:N f Other City Licensed Sub: ,
City License # City License # [VIA
cityO'd
OT0010p,
COMMUNITY DEVELOPMENT�g
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s):
Fc z
q ��
[� w► t
Project Property:
'; 2SC.�
{{��
5- W71q c a J CO 0"D 7
Notarized signature of Appl
State of Colorado }
County of 2 } ss
The e foreg ing instrument was acknowledged by me this V day of , 20 Zt by
F—�+nvt e n a �,\Q S
A
GONZALE2Y PUBLIC COLORADO 20214029835EXPIRES 97/27!2025
(:�2 s�] tx �C n I My Commission Expires Oq-/_Za/20 ,S
Notary Public
1* � � i City of Wheat Ridge
�� Residential Electric PERMIT - 202101362
PERMIT NO: 202101362 ISSUED: 06/24/2021
JOB ADDRESS: 4355 Pierson St EXPIRES: 06/24/2022
JOB DESCRIPTION: 200 AMP Service upgrade - replace under eave service drop and meter, with
an all -in -one 200 Amp exterior panel with a thur the roof nest service
drop. Upgrade to a 12' clearance to lines over back yard. Replace
existing 50 amp Zins co/Magas trip panel with a new 100-150 amp sub -panel (In
the exact same location in the house). Reuse existing conduit, wire
between meter and sub panel. If sufficient gauge. Upgrade grounding - 2
ground rods, bond to water bond to gas meter.
*** CONTACTS ***
OWNER (303)416-0519 JAMES KENNETH D
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 31000.00
FEES
Total Valuation 0.00
Use Tax 63.00
Permit Fee 93.35
** TOTAL ** 156.35
*** COMMENTS ***
*** CONDITIONS ***
Must comply w/ 2018 IRC & 2020 NEC. Subject to field inspection.
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this,permrt. I further attest that I am leg ally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
06/24/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
City of
M'6WITY DEVEEi PMENT
Building & Inspection Services
7500 W. 291' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: PermitsCc?}ci.wheatridcte.co.us
FOR OFFICE USE ONLY
Date:
Plan/Permit #
Plan Review Fee:
Building Permit Application
**' Complete all applicable hiiighted areas on both sides of this form.
Incomplete applications may not be processed. ***
Property Address: 3 ���GLSa�� S� I-t��pc ��� ti -9_ (v 90012o3
Property Owner (please print): LP 4- m a? S Phonq: 30 3)V/
Property Owner Email: N)e-T2.e N4) t, ;
Tenant Name {Commercial Pro)ects Only)
Property Owner Mailing Address: (if different than property address)
Address:
City, State, Zip:
RIJ2.% e co 8 D 0.3 Lq
ArchitectlEngjToIP,
Architect/Engineer E-mail;
Contractor Mame: f } t 0
City of Wheat Ridge License #:
P�
LA-)
Phoria:
Contractor E-mail Address:
For Plan Review [questions & Comments (please print):
CONTACT NAME (please print): Kev" ; m 2 S Phone: Wl- 133 -3 3 P-/
CONTACT EMAIL(please print): � Q �- -) "\i�t l -L e 12 0 , -v e- T
Sub Contractors (Must provide Wheat Ridge License No & Signed Subcontractor Authorization form):
Electrical: f Plumbing: Mechanical:
W.R. City License # W.R. City License # �� W.R. City License # tN�
Other City Licensed Sub:
City License #
Other City Licensed Sub:
City License # dip,
Complete all highlighted fields.
❑COMMERCIAL 21RESIDENTIAL
_Provide description of work: For ALL projects, provide a details description of work to be
performed, including current use of areas, proposed uses, square footage, existing condition and
proposed new condition, appliance size and efficiency, type and amount of materials to be used, etc.
20o Am seIZ01C{ upygc
— 1Z�Q�ACt UHt�I r �cty,t- rfLvic c Ubu p e;►.s VVI L+tr 0 11� A,n /411-1,AJ-QNC
a-oD P 21ott- ifin#1 w`,k� A�ry -r6, ga®r m 64 S�¢R.��t
c
SDP Jtc IO A- ii,1 &4-or^.tict 1-u Lint -5 1(grd
Rl'p�gc� rzx''S1"'N SD A�� 'LAI ylSC.aJ'!r`,(A
ISD- )SV �'�� SV� - �ewtj C Tr �i-•t �.za�f SQrr+c Loea�';a-. J� i'h< �oJS� I , Ke-llSt.
e,x'I 5�I
. Co�r��, i wizt Ps+�w t<-. v�+e 1 t R aid sUb�cv►e l 1� SS C I�.,� �a_5 t
n I I
Upgr4 groUVI �h� Z 9:oAord A*L9SP 13000 -!o W,;4tX, f3 Q., 1-o q4S "t4ja.
Sq. FULF BTUs NIA. Gallon 0e+
Amps tiiJ u Squares For Solar: rd Kw N�•1 _!I of Panels Ni 14
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage: _
Project Value: (Contract value or the cost of all materials and labor included in the entire project)
$ ;000,00
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONE. CO Rj" (CONTRACTOR Er (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (fine and Inst name): FAA?' : 10 a.qLo
Printed Nance: ��.yl h e 4
ZONING COMMMENTS:
Reviewer
801 -DING DEPARTMENT COMMENTS
Reviewer:
PUBLIC WORKS COMMENTS:
Reviewer.
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
Building Division Valuation:
'W 1 4
C4 of
ed c
NiTy DEwLEl
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s):
Project Property:
Notarized signature of Applica
't e- <C1 V\
State of Colorado }
County of _e rS 0 ,-N } ss
00
The foregoing instrument was acknowledged by me this dday of vt_, 20_�Q by
MARCUS VANN
NOTARY PUBLIC
STATE OF COLORADO
r NOTARY ID 20174005203
MY COMMISSION EXPIRES 0312412025
My Commission Expiresf3/�2(
Notary Public
City of Wheat Ridge
Residential Carport PERMIT - 202101243
PERMIT NO: 202101243 ISSUED: 06/11/2021
JOB ADDRESS: 4355 Pierson St EXPIRES: 06/11/2022
JOB DESCRIPTION: Install a 916", wide 35ft long, 11 height (mat height 12 1/2 ") RV Cover /
Car Port on the (S) side of the house. On an existing 37'x15'x4" slab
*** CONTACTS ***
OWNER (303)933-3364 KENNETH D JAMES
SUB (800)579-8589 GABRIEL & ALICIA TORRES 180098 EAGLE CARPORTS INC
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT#: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 61746.00
FEES
Total Valuation 0.00
Plan Review Fee 101.89
Use Tax 141.67
Permit Fee 156.75
** TOTAL ** 400.31
*** COMMENTS ***
*** CONDITIONS ***
A printed copy of the permit and city stamped on-site plans must be available on-site for
the first inspection.
Approved per plans and red -line notes on plans. Must comply with 2018 IRC, 2020 NEC and all
applicable City of Wheat Ridge Municipal Codes. Work is subject to field inspections.
1* � � i City of Wheat Ridge
�� Residential Carport PERMIT - 202101243
PERMIT NO: 202101243 ISSUED: 06/11/2021
JOB ADDRESS: 4355 Pierson St EXPIRES: 06/11/2022
JOB DESCRIPTION: Install a 916", wide 35ft long, 11 height (mat height 12 1/2 ") RV Cover /
Car Port on the (S) side of the house. On an existing 371x151x4" slab
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain thispermit and perform the work described and approved in conjunction with
this,permrt. I further attest that I am leg ally authorized to include alI entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
Signature of OWNER or CONTRACTOR (Circle one) Date
1, This permit was issued based on the information provided in the permit application and accompanying plans and specifications and is
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180, days made be granted at the discretion of the Chief Building
Official and may be subject to a fee equal to one-half of the original permit fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees and��procedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a change of the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all requ�ired
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, anviolation of any provision of any
�pplicabje code or any ordinance or regulation of this jurisdiction. Approval of work is subject to field inspection.
06/11/2021
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
r City of
�]�,
!J91
MMj»f FY DWEl lA
Building & Inspection Services
7500 W. 29' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 * Fax: 303-237-8929
Inspection Line: 303-234-5933
Email: >7ermitsCr�ci.wheatridcie.co.us
FOR OFFICE USE ONLY
Date:
P1anlPennit #
Plan Review Fee:
Building Permit Alication
**` Complete all applicable highlighted a _ on both sides of this form
Incomplete applications may not be processed.'`**
Property Address: 14 �� � e (Lso , S Wt i � C 0 90D 3 -3
Property Owner (please print): V Vol 4'� k e114-1 3-a of -eS Phone: 3 D 3- g 33 -33LL/
Property Owner Ems
Tenant Name (Commercial Projects Only) 0 r+
Property Owner Mailing Address. (if different than property address)
Address: t ,0, � '-'� i $,3 9
City, State, Zip: On -C"�Vz" A 1 C 0 91D D � Y
Architect/Enaineer: (E"44 C'► tL Poe !S
ArchltectfEngineer E -nmol-, Qerm', � 'Tv% f o @ Phone: 9 DQ -55 9 - 9S R 5
'ea JItCArr17(s. c0 v►.
Contractor Name: S 4 rh 4 -
City
City of Wheat Ridge License #:
Contractor E-mail Address:
Phone:
For Plan Review Questions & Comments (please print):
CONTACT NAME (please print): Qe, —'S4 rn t S Phoria: 3 03 - S 3 3 - 3 3 L'/
CONTACT EMAIL(piease print):_ i- t "'. ;-Y r;_ 30°1 0 .C. d t ;
Sub Contractors [Must provide Wheat Ridge License No $signed Subcontractor Authorization form]:
Electrical: Plumbing: Mechanical:
W.R. City License # W.R. City License # W.R. City License #
Other City Licensed Sub: Other City Licensed Sub:
City License # City License #
Complete all highlighted fields.
❑COMMERCIAL ❑ RESIDENTIAL
Provide description of work: For ALL projects, provide a dem description of work to be
performed, including current use ofo e, existing condition and
proposed new condition, appliance.__e. of materials to be used, etc.
9'L" w; rXt 1 35' Iwtiq n 14-t 5ln� ( m 4j H -t'5 , f 12' / ► I
9,,\) C00e(L / CAC'LPar' 0- t� -t Sov-�1^sicrP< Or Ar 110"e4, o, Ah
C�i� 15 t,' ✓� ns % 1 it S 1 4 l' S
i-1„ � 5 S+rvc 1,4 r c. 6-(
tk �AI'tS 104C .!-s CQa PC) rrs c�
Sq. FULP.
b' , v9C�r
e1qrpI/f_S
Gallons
Amps Squares ® # of Panels Requires structural
For Commercial Projects Only: Occupancy Type: Construction Type:
Occupancy Load: Square Footage:
Project Value:. (Contract value or the cost of all materials and labor included in the entire project)
$ � DWL()o Valuation Okay
OWNER/CONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate and do not violate applicable ordinances, rules or
regulations of the City of Wheat Ridge or covenants, easements or restrictions of record; that all measurements shown and allegations made are
accurate; that I have read and agree to abide by all conditions printed on this application and that I assume full responsibility for compliance
with applicable City of Wheat Ridge codes and ordinances for work under any permit issued based on this application; that I am the legal owner
or have been authorized by the legal owner of the property to perform the described work and am also authorized by the legal owner of any
entity included on this application to list that entity on this application. I, the applicant for this building permit application, warrant the
truthfulness of the information provided on the application.
CIRCLE ONS+ (OWNER) (CONT CTO or (AUTHORIZED REPRESENTATIVE) of (OWNER) (CONTRACTOR)
Signature (first and List 010)'(f' MATE:
Printed Name: 1�$�s �g wi e
ZONING; COMMMENTS:
Reviewer
BUILDING DEPARTMENT COMMENTS-
ReVnewer:
PUBLIC WORKS COMMENTS,
Reviewer.
DEPARTMENT USE ONLY
OCCUPANCY CLASSIFICATION:
CONSTRUCTION TYPE:
Building Division Valuation:
�41
City of
f
Wh6at'i��1
COMMUNITY DEVELOPMENT
Official Certification of Property Owner Permit
THIS IS TO CERTIFY that I, the property owner, by my signature, attest that I currently
reside at the project property, or intend to reside at the property for a period of one year after
completion of the project, and am personally performing all work, without the assistance of
hired or professional workers, or, if hiring sub -contractors, list them on the permit.
Consultations and inspections will only be performed with the homeowner of record present at
the project property.
Property Owner(s): keA A 'e' A, 0. 1 avi (
Project Property: L4 3 55
Notarized signature of Appricant
State of Colorado }
County of sale��_ejsor I ss
I� z � R4 . C & S0033
The foregoing instrument was acknowledged by me this _ day of �y�y e , 20 � 1 by
kpnelk v �mhes —
My Commission Expires _QD 0 6 /202-5
Notary Public
MICHAEL RICHARD ANDERSON
NOTARY PUBLIC
STATE OF COLORADO
NOTARY ID 20214000551
MY COMMISSION EXPIRES JANUARY 6, 2025
NOTES:
1, Certificate is based on control as shown, anhnproverxstt
Survey Plat is recommended for precise location of impmvemeltts
2. Location of fence lines, if shown, are approximate.
LEGEND
a a Fence Line
Scale: l -20P Q Fo:afd Rem/Cap
0 20
Conaft
I .LOT 2
1
}
1hOA
LOT 3,
MR 1Z20HT8 St7BDMSXG I,
Cowan or j3pasksoff,
STJITtt or OQTa®i>ADO
I
I LOT4
I �
� I
i
7
q
I
On the basis of my�wepi $nformation and belief, I hereby cerWy that this improvement location certificate was prepared for
that it Is not a land Survey Plat
or Improvement Survey Plat, and that it Is not to be relied u the establishment or`lanoe, building, or other future
knprovement alias. 1 further certify that the knpr4D entd tha above described p0rcet oil date, except utility
connections, ars entirely within the boundaries fl"psmel except as shown, that mere are no a achmerns upon the
described premises by improvements on arty a ming piem except as Indicated, and that there is no a ant evidence or
sign of any easement crossing orlwrderi tg any of said p ei, except as nate lul+r r
NOTK E rnb bnproverned Ipwtbn axaaoate Isurea ?arePWPC'- d use pw + d f4y proPatY oat>are or WmA mom precise
relescnsdpoiefeimpreverneMato�e6anderyrrfesee�tW tiYghkWM Pim. gra6edaafawnandnmy tapM+ Wft
a 4em�aidwent Mwted RE.PCIATaASSOCIATES W wid Partweraibe los oocwuticete.mia **ftft*PWd-
SMOROMMOMOMMIly etnwn!MON. AMP101+ce MrftWtaeorthro k"WWWWd QarGneecera m,r _... __ _ _ . ra ap terms hereon.
Nam
eoe.evrepnswuaM
MMMAMORMSM0 Robert E. Port,
DATE _R9A9-I2az 300.00 .loe# e3-5063
cum4rRJLPOR
T
ADDRESS X355 PllEitHO4Q STKM
LAND SURVEYING
NAME.-. jugs
5460 WARD ROAD +SUITE 160
ARVADA, COLORADO 80002
(303) 420+4788
LEGAL DESCRIPTION
IMPROVEMENT LOCATION CERTIFICATE
(PER CLIENT)
NOTES:
1, Certificate is based on control as shown, anhnproverxstt
Survey Plat is recommended for precise location of impmvemeltts
2. Location of fence lines, if shown, are approximate.
LEGEND
a a Fence Line
Scale: l -20P Q Fo:afd Rem/Cap
0 20
Conaft
I .LOT 2
1
}
1hOA
LOT 3,
MR 1Z20HT8 St7BDMSXG I,
Cowan or j3pasksoff,
STJITtt or OQTa®i>ADO
I
I LOT4
I �
� I
i
7
q
I
On the basis of my�wepi $nformation and belief, I hereby cerWy that this improvement location certificate was prepared for
that it Is not a land Survey Plat
or Improvement Survey Plat, and that it Is not to be relied u the establishment or`lanoe, building, or other future
knprovement alias. 1 further certify that the knpr4D entd tha above described p0rcet oil date, except utility
connections, ars entirely within the boundaries fl"psmel except as shown, that mere are no a achmerns upon the
described premises by improvements on arty a ming piem except as Indicated, and that there is no a ant evidence or
sign of any easement crossing orlwrderi tg any of said p ei, except as nate lul+r r
NOTK E rnb bnproverned Ipwtbn axaaoate Isurea ?arePWPC'- d use pw + d f4y proPatY oat>are or WmA mom precise
relescnsdpoiefeimpreverneMato�e6anderyrrfesee�tW tiYghkWM Pim. gra6edaafawnandnmy tapM+ Wft
a 4em�aidwent Mwted RE.PCIATaASSOCIATES W wid Partweraibe los oocwuticete.mia **ftft*PWd-
SMOROMMOMOMMIly etnwn!MON. AMP101+ce MrftWtaeorthro k"WWWWd QarGneecera m,r _... __ _ _ . ra ap terms hereon.
Nam
eoe.evrepnswuaM
MMMAMORMSM0 Robert E. Port,
v
c
-.2
U >
C�
fu W
Q c
E cc
0 Cu
a
0 s=
r- -aN W
O
N
O
a
CL
tY CJ
V
Lu
Z r6 - 0,6 j r6
J ate--+ -p = Q "a
d i = O " SZ O
Ov o f- ao)
w i, Lu - '1 a) 6,03
0 9 0 a) cn
uV a) O N v o p N
O LEE0
i
�W L a) ip
ro a) —1l a--+ r6 L N
\V W 0CD
L O (1) 4 N
W N .� —
� 0 o
E
C + >_ �.o-
(n a--+ a--+ C
ain a) �_
12 N � Ou > ro 11 0
I
-� ti
v
r
V
Lu
Z r6 - 0,6 j r6
J ate--+ -p = Q "a
d i = O " SZ O
Ov o f- ao)
w i, Lu - '1 a) 6,03
0 9 0 a) cn
uV a) O N v o p N
O LEE0
i
�W L a) ip
ro a) —1l a--+ r6 L N
\V W 0CD
L O (1) 4 N
W N .� —
� 0 o
E
C + >_ �.o-
(n a--+ a--+ C
ain a) �_
12 N � Ou > ro 11 0
I
Ell
Eagle Carports
210 Airport Rd. Mt. Airy, NC 27030
Toil: 800.579.8589 Fax: 336.719.2091
Order submittal to orders@eaglecarports.com
Dealer ID D0010103
Dealer Name AP ODESSA
Phone Number 432.307.8888 DONNA_
Order Date JUNE 10, 2021
Reviewed for Zoning Compliance by the
City of Wheat Ridge Planning Division
APPROVED
Ok\Nheat
-A �� l
order oar
BY:
DATE: ' -6/11/2021 V 11
COMMENTS: complies with R-2 standards e oc
(setback, height, size) G��a/ng ulxlj \
Name KEN JAMS$ _
Install Address 4355 PIERSON ST
City WHEATRIDGE State CO Zip Code 80033
CountyJEFFERSON Email KENJII-NETZERO.NET
Cell # 303.933.3364 Phone #
ROOF STYLE Vertical Roof 19,6,r 35 11 ROOF Pewter Gray INSTALLATION SURFACE CONCRETE
BUILDINGTYPE Carport V V SIDES/ENDS Pewter Gray GROUND ANCHOR ® YES G) NO
WIDTH X FRAME /� HEIGHT
FRAMING GAUGE O 14 GA. 0 12 GA. LENGTH TRIM Quaker Gray WIND/SNOW RATING 35/140mph
Customers may incur extra labor fees if additional labor is required to install unit IREADY FOR INSTALLATION? o' YES o NO IS YOUR SURFACE LEVEL? (E)YES ONO
because of un -level surfaces, or for building over obstacles. Furthermore, inability
of installation due to before mentioned circumstances could result in restocking fee. NOTE: FRAMES ARE VON CENTER
Ex: 20:25:30: etc. I ELECTRICITY AVAILABLE? OYES ®NO
12X35X11 CARPORT ( CUT DOWN TO 9'6"X35X11 )
35 PSF SNOWLOAD AND 140 MPH WINDS
11' LEG (PEAKS AT 12-1/2" BEING NARROWER)
3X35 EXTRA PANELS ON BOTH SIDES
3X12 EXTRA PANEL ON BACK
GABLE ON BACK WITH THE 3FT EXTRA PANEL AB
J TRIM FOR EXTRA PANELS
20% PRICE INCREASE
16 TO 8 WEEKS DELIVERY.... WEATHER PENDING I I I
DUE ON DELIVERY USE BALANCE DUE LINE I I I I
CONCRETE ANCHORS 6" FROM UPRIGHT THAT ARE EVERY .
5' INCREMENTS.
Eagle Carports, Inc. reserves the right to correct any balance/pricing errors. Eagle Carports, Inc. holds the right to repossess any
buildings not paid in full upon installation. A labor charge will be added for any additional labor such as cutting posts to level
carports, building over objects such as RV's & moving materials to remote locations, etc... Customer is responsible for pulling
permits. Customer understands that all building frames are 1'shorter than roof lengths.
By signing this agreement, customer understands and agrees with all terms and conditions found on both
the front and back of this document.
Customer signature Date 6/10/2021 _
With customer present at time of Installation, customer will sign below to signify acceptance of unit as installed.
Customer Signature Date I
0202? Copyright All Rights Reserved Eagle Carports Inc.
TOTAL DOWN
PAYMENT $ 1,004.16
ADDITIONAL
FEES
BALANCE DUE
$ 5,742.54
CARD
BALANCE DUE $ 5,886.10
Office Use
DCREDIT CARD aMONEY ORDER
t3 CASHIER'S CHECK OTHER
Installer Signature:
SUBTOTAL
$ 6,276.00
1 $ 3,595.00 $ 3,595.00
TAX +
7.5 %
$ 470.70
1 $ 700.00 $ 700.00
2 $ 200.00 $ 400.00
PRICE
$ 6,746.70
1 $ 140.00 $ 140.00
1 $ 200.00 $ 200.00
DOWN PAYMENT
—1-1-2
$ 1,004.16
1 $ 195.00 $195.
1 1 $ 1,046.00 $ 1,046.00
DISCOUNT
IF APPLICABLE
16 TO 8 WEEKS DELIVERY.... WEATHER PENDING I I I
DUE ON DELIVERY USE BALANCE DUE LINE I I I I
CONCRETE ANCHORS 6" FROM UPRIGHT THAT ARE EVERY .
5' INCREMENTS.
Eagle Carports, Inc. reserves the right to correct any balance/pricing errors. Eagle Carports, Inc. holds the right to repossess any
buildings not paid in full upon installation. A labor charge will be added for any additional labor such as cutting posts to level
carports, building over objects such as RV's & moving materials to remote locations, etc... Customer is responsible for pulling
permits. Customer understands that all building frames are 1'shorter than roof lengths.
By signing this agreement, customer understands and agrees with all terms and conditions found on both
the front and back of this document.
Customer signature Date 6/10/2021 _
With customer present at time of Installation, customer will sign below to signify acceptance of unit as installed.
Customer Signature Date I
0202? Copyright All Rights Reserved Eagle Carports Inc.
TOTAL DOWN
PAYMENT $ 1,004.16
ADDITIONAL
FEES
BALANCE DUE
$ 5,742.54
CARD
BALANCE DUE $ 5,886.10
Office Use
DCREDIT CARD aMONEY ORDER
t3 CASHIER'S CHECK OTHER
Installer Signature:
PURCHASER AGREEMENT
Prices. Payment and Risk of Loss
a.) Prices contained in Seller's published price lists, if any, are subject to change without
notice. Prices in individual written quotations or proposals are firm only for a period of
(30) days from the date of the quotation after which Buyer should inquire of Seller as to
their validity and request a written confirmation or revision. Prices do not include taxes.
Buyer agrees to pay all applicable sales or other taxes levied with respect to Goods (and
replacements) in the Agreement, unless exempt therefrom. All prices are in United States
dollars. Buyer shall pay all government fees levied on the installation and inspection of the
Goods. Buyer shall pay upon receipt of all invoices rendered by Seller for any such items
Seller may pay and for the Goods.
b.) All buildings are planned Risk Category 1 unless requested otherwise by the customer.
c.) Eagle Carports, Inc. reserves the right to update or change any pricing discrepancies
made by dealer.
d.) Seller may unilaterally increase prices to cover increased costs (plus reasonable overhead
and profit) of design, materials, and manufacturing required by changes requested by
Buyer after the date of any quotation. An additional labor charge will be added to orders for
buildings being installed over RVs, Campers, Large Obstacles, Retaining Walls, Docks, Decks,
Over Fences, etc.
e.) Customer expressly agrees that the carport/garage/barn/etc.. shall remain property of
Eagle Carports, Inc, until payment is made in full.
f.) Eagle Carports, Inc. hereby retains a purchase money security interest in said building
as set forth in Section 9 of the Uniform Commercial Code as enacted in the state where
building is being installed. Failure to pay will result in repossession of unit. This does not
relieve the customer from liability for specific performance of the contract including legal
fees and court costs, at the sellers expense.
g.) Balance due to be paid in FULL at time of completion of building, to Eagle Carports, Inc.
by Cashiers -check. Money Order, Visa, Master Card, American Express, or Discover Card. NO
PERSONAL CHECKS, COMPANY CHECKS OR CASH PAYMENTS will be accepted.
h.) Eagle Carports holds the right to make any exceptions to the above clause If payment
is made in check and the check is returned NSF, Buyer will be responsible for additional
expenses incurred by Seller as a result of the returned check. Seller reserves the right to
change additional fees as allowed by law for checks returned NSF. These fees include a $35
service charge.
I.) Eagle Carports, Inc. will not be responsible for down payment refunds. The independent
dealer will have this responsibility if a refund is legally due.
j.) Eagle Carports, Inc. reserves the right to cancel any order at anytime.
k.) A restock fee of 5% or $150 will be added for customer cancellations within 72 hours of
installation date. Restock fees will also be applicable to unprepared and unlevel sites.
Dellvent Shipping and installation dated are estimated based on Seller's present
engineering and manufacturing capacity and scheduling, and may be revised by Seller
upon receipt or scheduling of Buyer's order. All shipping dates are approximate and shall
be computed from the date of entry of the order on Seller's books. All shipping orders
or acceptance, letter of credit, down payment, and other conditions as specified in the
Agreement, and of all drawings, information and approvals necessary to provide the Goods
and to grant any credit proposed in the Agreement. Delivery dates may be rescheduled due
to bad weather conditions, installer running behind, accidents, etc. Buyer agrees to give
Seller up to 3 installation attempts to deliver said product.
Workmanship Warranty All buildings have a 90 day workmanship warranty effective upon
day of installation (manufactured panels are warranted for 20 years assuming regular care
and maintenance, - installation workmanship is warranted for 90 days - vertical roofs are
warranted for20years). Any installation concern must be reported within 30 days beginning
the date of installation. Eagle Carports Inc. is not liable for any damages as a result of any
inclement weather. Unlevel lots, and customer modifications will void said warranty.
a.) Eagle Carports, Inc. strongly recommends buildings with frame lengths longer than 30
foot to be vertical roofs to avoid possible leaks and or rust in between seams. Buildings
purchased with a frame length of 30 foot or longer that do not have vertical roofs will forfeit
the 20 year limited warranty on paneling except in states that allow delivery of seamless 36
foot paneling. 6" overhang on front and back. Frame lengths are as follows: 21'=20' Frame,
26'=25' Frame, 31'=30'and so on. Cement pad to match frame length.
Customer Responsible for Locating Underground Utilities,
It is the responsibility of the customer to provide the factory approved independent
contractor installers with the location of any underground cables, gas lines, or other
utilities. This may include contacting the utility company to request that the locations of
the underground utilities be marked. Eagle Carports, Inc is not responsible for any damage
caused to underground utilities. Customer agrees to indemnify and hold harmless Eagle
Carports, Inc. from any liability and costs, including attorney fees, for such damages.
Customer is responsible for obtaining building permits as needed for installation.
Warranty Disclaimer. There are no warranties which extend beyond the description on
the face hereof. The warranties in this agreement are in lieu of all other warranties express
or implied, including without limitation, any warranties of merchantability or fitness for a
particular purpose, which are expressly disclaimed. Buyer must have original copy of this
document at time of claim.
Limitation on Liability. In no event will seller be liable to buyer and/or any third parties
for any Incidental damages. Consequential damages, special damages, exemplary damages
or labor charges, including without limitation lost revenues and profits, even if it has been
advised of the possibility of such damages. Buyer must have original copy of this document
at time of claim.
Warr@nty Limited to Original Purchaser. This warranty extends only to the original
purchaser of the product warranted by this document. Buyer must have original copy of
this document at time of claim. Said warranty does not extend to transferee owners of the
product.
Exclusions and Limitations. Eagle Carports, Inc. does not warrant any products not installed
and anchored by a factory -approved installer utilizing a factory approved anchoring system.
Installation by anyone other than a factory approved installer utilizing a factory approved
system will VOID your warranty. Damages from improper anchoring, strong winds, snow
or ice are not considered defects. Eagle Carports, Inc. does not warrant or guarantee any
product in snow or ice to prevent collapse. Eagle Carports, Inc. does not warrant any
temporary anchoring systems (e.g. rebar) utilized by the customer, nor shall Eagle Carports,
Inc. be in any way responsible for damage caused by the use of such temporary anchoring
systems. Additionally, Eagle Carports, Inc. does not warrant any damages caused to product
resulting from or after movement of the structure from the original installation point.
Modification of Structure voids W.@Imn Any modification,
addition, deletion, substitution, etc. to the structure without express written design approval
by Eagle Carports, Inc. will VOID all warranties. Our products are designed and specifically
engineered to provide superior performance as manufactured. Any changes to the design
by the Buyer could compromise the structural integrity ofthe unit.
Claims Procedure.
a.) Eagle Carports, Inc. must have a reasonable opportunity to inspect the claim and not
begin any repairs prior to said inspection or the terms of the warranty could be voided.
Eagle Carports, Inc. holds the right to require proof (e.g. photos), if needed, via e-mail or mail
before writing up any repairs and/or claim.
b.) Any claims beyond this document involving litigation or arbitration will be
disputed in the Surry County District Court.
Additional Terms, Conditi o ns, Warranties etc.
a.) Lot must be level prior to installation, otherwise unit maybe installed'as is' and any and
all warranties will be void.
W Anchors - all units are secured with anchors that pass through the base rail of the frame
and into the ground (concrete, asphalt, etc.). The base rail is affixed only to the installation
surface with those anchors and the buyer is aware of and understands and agrees that he/
she may experience water leakage under the baserail.
c.) Refunds - in the event buyer cancels the order, buyer will receive no refund of the down
payment. Specifically, there are NO REFUNDS on special orders.
d.) The parties attest that this agreement is the complete and exclusive statement of the
agreement between the parties, and supersedes all prior written or oral communications,
representations and agreements relating to the subject matter of this agreement. The terms
of this agreement, save and except the price term in the event of a pricing error/change
order, may be modified or amended by a written instrument executed by the parties hereto.
I have read and completely understand the above terms and give my approval of installation
of the unit as described on the front page of this document.
ALLTERMS ABOVE AGREEDTO BY CUSTOMER.
CUSTOMER SIGNATURE: %?h_J
GATE: 06.10.2021
Q 2027 Copyright All Rights Reserved Eagle Carports Inc.
Eagle Carports
"Flying Ntgh WIM Grit D"ts"
STRUCTURAL DESIGN
FULLY OPEN (CARPORT) BUILDING
MAXIMUM 30'- 0" WIDE X 20'- 0" DEIGHT-
BOX EAVE FRAME AND BOW FRAME
23 December 2019
Revision 8
M&A Project No.16166S/172075/17293S/18012S/18260S/19320S
Prepared for:
Eagle Carports
210 Airport Road
Mount Airy, NC 27030
Prepared by:
Moore and Associates Engineering and Consulting, Inc.
1009 East Avenue
North Augusta, SC 29841
401 S. Main Street, Suite 200
Mount Airy, NC 27030
490020:�
MOORE ANO ASSOCIATES
ENGINEBRINO AND CONOULTING
o W heat
CD
�t�tctitt w
� . �,.
+++�� t t ► t i rtOA
M
�. .
Wei
10ENSED
fESSIONAL�.
�% 1=NGINEER
•:
"'
';
11600621 -:
{�/'Vi4 s
WTE O1= :
,�rk€.. `*,
ll�illliM11114iri11:\
N.O.'�.�`H4
w.+TA
cifI�+ff
S
l'
t'�l`xiA�T'�+►yr,,�r�
j�JJt. ;
��
..
814,
MOORE
,:. AND
►TIES, INC..
MOORE
!
AYHE 9
S. L .
.*
ii'i: _
$1
C
A S
MUORE
a
No. 002968
}�
hpaK,Nf1YGN'�i
rtt NUMBER 4k�
°.
PE -2016Q30730 ,'
;M
•..,
,'Q
,. •W��BTfC-A.���'•
•!f
3 t >"ti
.. 2$$rJs�t;
��� r,�.
r VF
y�„
•»•
••�! ��.
sc•�
"I�r'. #1't�'
t�!'yS/�p'�1� orf•
'•/'1'
i♦AL ,y�'..”
_
til+
�.,►��4 ����,
���,�rr�rlttrtJrt�r
S.
-� iiAL
1�. 26784Lf
.►
rkli16 R�CULOT RE
.`
23734:
..
WAYN S
» f »fs�M»
AIMOORS
�'-
s s•+ �'M
ry! `'
•�"r�• ! \
a -. .._ »"
R L+
r4kf .
.. ..
»'�rtw.s fa.l•.•1
ff•�r 1 2G(.544 , �W,
�
.4*;ft�f
�'ii"ya.'�r•/1y�,
may,
t
y,
�1yi�-
CAS
�+ • •a•�
Moar+eand
G
y '�l+•%FO
6 57170 �:
asscclaroes
Engineering
�ISWYAL
.`
ag
;
andWAYNE
Comuftlng, Inc.
%Q::. No. C 3166
MOORS
EMGINEEfi
Ab.
* •
:
STA OF • z
yf� ,Z
PE082820 �'
i�a`�;t
,�sp�+'s`.'+y�
-
' OFA N".
�`N LN). P
'�['y�x;,,}«
s�E'�! r �O R 1 i,...
ONAV
tit111111itr%
41 lilt,
id
t.1ti�Jt
0 24069 =
.r >
2177$ a _=`
f� r
'STATE O
�,..
fir. I�j/2'�/p
ctr 27323
No. 33416-E Q
�.flit S 81Q111~AL ,
y�ys
"VIP pg
�r •�'1.
ttil�i111tlltl�t\'1
! !'! i tiyi,RF��
rA'Fi�t�i�r�
[
MOORS AND ASSOCIATES
..._
mmm It, LT
£AG ECARPOR
21:0 AIRPORT ROAD
pm
ENGINEERING AND CONSULTING, INC.
NC 27030
31Y -0'-x20'-0 ' SP ULLYAIRYOPENSSTRUCTURE
t
, .
Na uwssi
ml
Ina m SK I.. . e: ...
rlW =LMR It nc sa rmrmoV ar 111111111Crl AM 31=1kin �� r40gm,Ec
W awwmm r101m terra m � —W
Ropm � 10MMIo am a.lio.rm n�u�r R%Y
r
����,L:lrrrrr�r
YNE S. t
#. ..
.. OORIE
z
It1t7
V
„ �V.
• 4`
RM tV N
��t�ti1 Lr1 rrrrr�
I HAVE RESEARCHED T
S CHAPTER
y
AND THE LOUISiA
STATE
* �k
UNIFORM CONSTRUC
ION CODE
AND TO THE BEST OF MY
NOWLEDGE
WAYNE SHERIDAN MOORE _
AND BELIEF, THESE DRA
INGS ARE IN
License No. 40931 =
COMPLIANCE THERE'.
TH. I TAKE
Il*
FULL RESPONSIBILI
FOR THE
CONTENTS OF THIES
PLANS.
Professional Certification
I hereby certify that these
documents were prepared .
r
approved by me, and that I
m
'
a duty licensed professions
"
P •�:` '
.
engineer under the taws of
� ,'
the State of Maryland,
License No. 49744,
_
Expiration Date
v
A S. MOORE
Uc. Na 051637
W heat
o
CD
0
6aG�/drng
D�,y`c
MOORE AND ASSOCIATES
MWN 3YL LT
EAGLE CARPORTS
210 AIRPORT ROAD
sm rzr+
ENGINEERING ANL? CONSULTING, INC.
3W-0"x29o s�u AIRY, s°T30Ruc TUxE
to 16t r
r }wrftw='01f
. L4
nv4 M SK—i "Is
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
, \N heat
U CD
EACI.C-CARPORTS
210 AIRPORT ROAD
MOUNT AIRY. NC 27030
9
DRAWING INDEX
SHEET
1
PE SEAL CIIVER SHEET (1 OF 2)
SHEET
1A
PF SCAL COVER SHEET (2 OF 2)
SHEET
2
DRAWING INDEX
SHEET
3
INSTALLATION NOTES AND SPECIFICATI❑NS
SHEET
4
TYPICAL SIDE AND END ELEVATIONS
SHEET
5
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTIONS
(BOX CAVE RAF 1 FR)
SHELT
5A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTIONS
(BOX EAVE RAFTER)
SHEET
6
TYPICAL RAFTER/CULUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOX FAVF RAFTER)
SHEET
6A
TYPICAL RAFTE'R/COLUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOX EAVE RAFTER)
SHEET
7
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTI❑NS
(BOW SAVE RAFTER)
SHEET
7A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
SECTIONS
(BOW EAVE RAFTER)
SHEET
8
TYPICAL RAFIFR/COLUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOW EAVE RAFTER)
SHEET
8A
TYPICAL RAFTER/COLUMN END AND SIDE FRAMING
CONNECTION DETAILS
(BOW EAVE RAF _IE_R)
SHEET
9
BASE RAIL_ ANCHORAGE OPTIONS
SHEET
10
BOX EAVE RAFTER GABLE END OPTION
SHEET
11
BOW EAVE RAFTER GABLE END OPTION
SHEET
12
CONNECTION DETAIL_ S
SHEET
13
LEAN -TU OP I IHN (BOX EAVE RAFTER)
SHEET
13A
L.FAN-TO OPTION (BOX EAVE RAF IER)
SHEET
13B
LEAN-TO OPTION (Bt IX EAVE RAFTER)
(EXPOSURE B)
SHEET
13C
LEAN-TO OPTION (BOX EAVE RAFTER)
(EXPOSURE C)
SHEET
14
LEAN-TO OPTION (BOW RAFTER)
SHEET
14A
LEAN-TO OPTION (BOW RAFTER) (EXPOSURE B)
SHEET
14B
LEAN-TO OPTION (BOW RAFTER) (EXPOSURE C)
SHEET
15
BOX EAVE RAFTER EXTRA SIDE PANF-L OPTION
SHEET
16
BOW EAVE RAFTER EXTRA SIDE PANEL OPTION
SHEET
17
VERTICAL ROOF OPTION END AND SID[
ELEVATION AND SECTIONS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
, \N heat
U CD
EACI.C-CARPORTS
210 AIRPORT ROAD
MOUNT AIRY. NC 27030
9
INSTALLATION NOTES AND SPECIFICATICNS
L. DESIGN IS FOR MAXIMUM 30'-0' WIDE x 20'-0' EAVE HEIGHT OPEN CARPORT STRUCTURES,
2 DESIGN WAS DONE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE (FBC) 6TH EDITION, 2018 NORTH CARULINA
BUILDING CODE, 2006 INTERNATIONAL BUILDING CODE (IBC), 2009 IBC, 2012 IBC, 2015 TBC AND 2018 IHC,
3 DESIGN LOADS ARE AS FOLLOWS:
A) DEAD LOAD = 1.5 PSF
B) LIVE LOAD = 12 PSF
C) GROUND SNOW LOAD = 35 PSF
NOTE: DIFFERENTIAL LOADING DUF TO SNOW DRIFTING NOT ANALYZED
4 3 -SECOND GUST ULTIMATE WIND SPEED (V,L7) 105 TO 140 MPH (NOMINAL WIND SPEED 81 TO 108 MPH)
5. MAXIMUM �'At `L•',Ir'_:i ANI^ IND F'UST li'A^:Nti u 5❑ FEET (UNLESS NETTED OTHEPW11 )
6. END WALL COLUMNS (POSTS) ARE EQUIVALENT TO SIDL WALL POSTS IN SIZE AND SPACING (UNLESS NOTED OTHERWISE),
7 RISK CATEGORY I,
8. WIND EXPOSURE CATEGORY B/C.
9 SPECIFICATIONS APPLICABLE TO 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 2 L/2'x2 1/2-14 GAUGE TUBE STEEL (TS)
FRAMING MEMBERS.
10, AVERAGE FASTENER SPACING ON -CENTERS ALONG RAFTERS OR HAT CHANNELS, AND COLUMNS (INTERIOR OR END) = 10' OC (MAX)
11 ''F K1:' -14x3/4' SEtF-DRTLLING FASTCN£R t' 2f ), USL CONTROL SEAL WASHER W11H EXTEP!04 FASTENERS
SPLLIFICAlIUNS APPLILABLL ONLY rUR M{AN RL1CF HLLLH'f OF 20 FEET TTP LCS , AND ROOF SLOPES OF 14' (312 PI?LH) OR T_FSS ,PArING
RLWUIPfM(N'l1; 1 OR 07HEP k1TL1F 41710flS AND/OP SLOPES MAY VARY RUUF SLOPES LES!: THAN 3:12 REQUIRE: USE OF LAP ,JOINT SEALAVT
12 ANLHORS SHALL 8L INSiALLLD Trikl)uGif BASE PAiL WITHIN Cl TIF I ACO kAi I1_R COLUMN At-[" SIDES.
13STANDARD GROUND ANCHORS (SOIL NAILS) CONSIST OF #4 REBAR W/ WELDED NUT x 36' LONG IN SUITABLF SOIL CONDITIONS. OPTIONAL
ANCHORAGF MAY BE USED IN SUITABLE SOILS AND MUST BE USED IN UNSUITABLE SOILS AS NOfLD
14 WIND FORCES GOVERN OVER SEISMIC FORCES SEISMIC PARAMETERS ANALYZED ARL;
SOIL SITE CLASS - D
RISK CATEGORY I
R= 32t) IE= 1.0
Sus= 2.039 g V= CSW
SDI 1 258 9
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
210 AIRPORT ROAD
MOUNT AIRY. NC 27030
BOX EAVE FRAME RAFTER STRUCTURE
TYPICAL END ELEVATIQN.
SC4LE- NTS
BOW EAVE FRAME RAFTER STRUCTURE
TYPICAL END ELEVATION
SCALE NTS
LENGTH VARIES ➢LPLNOING ON
NUMBER ANO SPAQING OF RAFTERS
TYPICAL SIDE. ELEVATION
SCALE• NTS
ING
HAI
LENGTN VARIES DLPLNOING ON I
MINDER. AND SEACING Or RAFTERS
r -
TYPICAL SIDE ELEVATION
SCALE• NTS
Per conversation with the homeowner, ground anchors as noted on
sheet 9 detail 2b will be installed at every column on both sides.
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
,Wheat
o Rte.
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-V-20-4- SP FULLY QPEN STRUC
to L
"=LSCALP WS
4 Vva W SK -1
Z9 GA GALVANIZED METAL ROOF
18 CA U -CHANNEL BRACE PANELS FASTENED TO RAFTERS
FASTENED TO RAFTER V(TM
(2) #12-14.3/4' SDF'S AT
EACH END (4 PER BRACE) TS RUQ' RAFTER
12
D' U -BRACE FOR (2 D -IW -0 BI. DG
3`-a' U -BRACE FOR 20-0' BLDG SPAN
6'-0' U -BRACE FOR 22-0'-24-0' BLDG SPAN
�?
i.
... TS COLUMN
(TYP)
Q
o:
IS BASE'RA(L'
(TYP«)
V S 24'-0' MAXIMUM RAFTER SPAN
29 CA GALVANIZED METAL ROUE
PANELS FASTENED TO RAFTERS
:(-TS COLLAR TIE
---- T$ ROS RAFTER
5
1P 12--q
3
16'-0' FOR 26'-D' BLDG SPAN
18-0' FOR 2B' D' BLDG SPAN
20'-0' FOR 30'0' BLDG SPAN
COLUMN
P)
TS BASE
(TYP)
( V 4.:30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
S1.ALE- NTS' SCALE NTS
18 GA U- CHANNEL BRACE 29 GA GALVANIZED METAL ROOF
FASTENED TO RAFTER W[TH PANELS FASTENED TO RAFTERS
(2) M12 -14x3/4' SDF'S AT
EACH ENO (4 PER BRACE) IS ROOF RAFTER
12
s*$"
U, BRACE FOR 12'-0'-18'-0' BLDG 'V*"N
D
3'-0' U -BRACE FUR 20'-0' L DG SPAN t,
6'-0' U -BRACE FOR 22'-0'-24'-0' BLDG SPAN _
tS DDUBLE COLUMN
(TYP)
GALVANIZED METAL ROOF
FASTENED t0 RAFTERS
COLLAR TIE
IS ROOF RAFTER
�! 12
3
(6'-0' FOR 26'-0' D. SPAN
18'-0' FOR 28'-0' BLDG SPAN ..
IS DOUBLE COLUMN
CTYP,)
k,;_C?.BACTSE RAgI--�_ ��j i4 BASE
TYP.) x]11 (TYP)
T
..0 S 24'-B' MAXIMUM _RAFTER SPM( - _ 24-0' < V S 30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN, END FRAME.SECTION TYPICAL .RAFTER/COLUMN END FRAME_ SECTION
SCAL(, NTS SCALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
, W h e at
CD
r: .A R-1
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
-0" SP FULLY OPEN STRUCTURE
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS -SCALE: NTS
ITYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC,
, W h e at
G CD
EAGLE CAkPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
TS ROOF RAFTER -:-29 GA GALVANIZED METAL ROOF
IB GA U -CHANNEL BRACE -. p--29 GA GALVANIZED ME•TAt RWF
� PANELS FASTENED TO RAFTERS,
TS COLLAR TIE -
FASTENED TD RAFTER WITH /--PANELS FASTENED TO
(2) Al2-14 x3/4• S.F S AT
RAFTERS
6
EACH END C4 PER BRACE) 14-S RWF RAFTER
12
12
0 U -BRACE FORKt2 U -19' 0' BLDG
16'-0' FOR 26'-0' BLDG SPAN '
3'-0' U -BRACE FOR 20'-0BLDG SP4N
IB' -0' FOR 28'-0' BLDG SPAN
6'-T U -BRACE FOR 22'-0. 24'-0' BLDG, SPAN
20'-0' FOR 30'-0' BLDG SPAN
Z
-� YPACEO COLUMN
2
T$ PACED COLUMN al
(Ty3
r
a
IS BASE A,AIR -.,
'i.
TS BASE R_..
CTYP)
CTYP )
N S 24'-G' MAXIMUM RAFTER SPAN
tTYP)
24'-0' f. V S 30'-0' MAXIMUM RAFTER SPAN
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE: NTS -SCALE: NTS
ITYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC,
, W h e at
G CD
EAGLE CAkPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
TS RUUF R rl'ER -.
1
-SECURE
N1
Nit t4'SDr' S
MEN" l4 GA,
SElCH END)
CONNECTOR SLEEVE
-
SECURE WITH (4)
X12 -14x3/4• SDPS
i.
16 GA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
-TS LACED CDLL14N
X
1' 3116
1116:. "Typ
IS CHORD
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
HEIGH.7S
SCALE• NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
BRACE SECTION
SCAZE: NTS
E.
,W heat
o Rte.
CD
6'G��a�nq D1J,y\o�
210 AIRPORT ROAD
MOUNT AIRY. NC 27030
CONNECTOR SLEEVE.
TO RAFTER
T
TS ROOF R
12
6'
AJF/
MINIMUM 6' LONG, CONNECTOR {, f
SLEEVL MINIMUM 14 GA, /
SECLIRE COLUMN TO SLEEVE -
WITH (4) 012-14x3/4' SUPS
-AllGA U -CHANNEL
KNEE BRACE
FASTENED TO
TS DOUBLE COLUMN RAFTER AND
COLUMN
3-12
...3'12
BOX SAVE RAFTER COLUMN
-�. CONNECTION DETAIL FOR
IA HEIGHTS 14'-0' < TO S 16,'-0'
V« WITry
SDF$ (E`I1Ci( END)
MOD
..I. GA, U -CHANNEL BRACE FASTENED TO
I- THE COLUMN AND ROOF DEAN, WITH
(4) 112-14x3/4' SDF'S AT EACH END
(B PER BRACE)
BRACE SECT113N
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TS ROOF RAFTER
CONNECTOR
SLEEVE
TO RAFTER
WITH
14x3/4'
ACH END)
MINIMUM IV LONG. CONNECTBT� I /'
SLEEVE MINIMUM 14 GEy
SECURE COLUMN TO SLEEVE
WITH (4) N12 -14x3/4' SDF'S
- 1@ GA, U -CHANNEL KNEE j
OR FASTENLD -10
TS GOI.UMK' RAFTER AND C13LUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
�SCALE
TS NTS
, W h e at
G CD
EAGIY CARPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
29 GA GALVANIZED METAL ROOF
I8 GA U -CHANNEL BRACE. rr// PANELS FASTENED TO RAFTERS
FASTENED 3. RAFTER WIT ,�-
(2) pia -14x3/4• SIIF'S A7
EACH END <i PER BRACE) ,r -TS BOW RAFTER
l2
775;::�a
U -BRACE FOR l2' -0'=1H'-0' BLDG SAAiQ'
U -BRACE FOR 20'-0' BLDG SPAN
U -BRACE FOR 22'-0'-24'-0' BLDG SPAN
COLUMN
TS BASE
(TYP )
X29 GA; GALVANIZED METAL ROOF
PANELS FASTENED TO RAFTERS
':--•TS COLLAR TIF
/ i --TS DOW RAFTER
16'-0' FOR 26'-0' BLDG SPAN
IB' -0• 'OR 28'-0' BLDG SPAN
20'-D' FOR 30-0' BLDG SPAN
COLUMN
IS BASE
<TYP)
12
ZZ 3
V S 2 '-D' MAXIMUM RAFTER SPAN _ _2.r -B„- <,- v S 3w -n )fA]lm-m MAt:4LM arnn
.TYPICAL. RAFTER/COLUMN ENIX FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCAT. E: NTS SCALE; NTS Zq Dp GALVANIZED MLTAL ROOF
29 GA. GALVANIZED METAL ROOF 0?4-4g FASTENED TO RAFTERS,
18 GA,,:U-CHANNEI BRACE PANELS FASTENED TO RAFTERS '.I'S COLLAR TIE
FASTENED TO RAFTER WITH' TS BOW RATER
(2) M12 -14x3/4' SDF'S AT - IS DOW RAFTER
EACH END (4 PER .BRACE)!. 7. 6
2'-D' U -BRACE FOR 12.0'-l8'-0' BLDG .SoAN, _ 16-0' FOR 26 0 BLDG SPAN
3'-0' U -BRACE FOR 20'-0' BLDG SPAN 18,-0' FUR 2H-0' BLIlG SPAN
6'-0• U -BRACE FOR 22'-0'-24'-0' BLDG SPAN -'. 20 -0' FOR 30--0' BLDG SPAN
-- T,a DOUBLE COLUMN
(TYP )
TSTTPSE RATE-
- ()
&I
_ W S 24'-0' MAXIMUM RAFTER SPAM — f_
TYPICAL RAFTER/COL.U..MN. END FRAME. SECTION
SCALE; NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IS DOUBLE COLUMN
<TYP,?
(TYP)
24'-0' < W < 30-0' MAXIMUM RAFTER SPAN I
TYPICAL RAFTER/COLUMN END.FRAME SECTION
SCALE. NTS
, \Nheat
o /Q ,.
v CD
210 AIRPORT ROAD
MOUNT AIRY, NC 270:
7 IDWr% 10 SK -1 I RrV+
29 GA GALVANIZED MLIAL ROOT AND
WALL PANELS FASTENED TO RAFTERS
AND POSTS
18 GA -U -CHANNEL BRACE -
FASIE-LD TOA,
(2) ST."% TER AT W R
V(M TS HRAFTER
i12 -14x3!4•
EACH END C4 PER GRACE)
'2-0' U -BRACE FOR 12' -0• -IB' -0'
BLDGSPAN
3-0' U -BRACE FOR 20--0-
BLDG SPAN
6'-0' U -BRACE FOR 22' 0'-24'-0'
BLDG, SPAN
TS LACED COLUMN
(TYP-)
TS RASE'RA7l
[TYP )
v $,24'-0' MAXIMUM RAFTER SPAN I
29 GA GALVANIZED METAL ROOF AND
TS DOW WrM WALL PANELS FASTENED TO RAFTERS
TS COLLA(.TIE'- AND POSTS
t DD. 12
3
I6-0' FOR 26'-D• BLDG. SPAN
18'-0' FOR 28'-0' BLDG SPAN
20ti0• FOR 30'-0' BLDG SPAN
i
W
x
z
J
IS LACED COLUMN
(TYP)
x
'b
TS BASE *Alt
'
N
(TYP)
-� E4'-0 ( W 5.38•-0• MAXI", RAFTER __SQ
TYPICAL RAFTER/COLUMN END FRAME SECTION TYPICAL RAFTER/COLUMN END FRAME SECTION
SCALE; NTS _ SCALE: NTS
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RAFTERS
TYPICAL RAFTER/COLUMN SIDE FRAMING SECTION
SCALE+ NTS
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
210 AIRPORT ROAD
MOUNT AIRY. NC 270:
7A lava, 0 SK -1 I Fwv+ a
MINIMUM 7'
MINIMUM 14
C13NNECTOR
SECURE VI1
MI2-14x3/4'
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL FOR
HEI..QHTS 16'-0' < Tp , 2.,0'-0'
ALE NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
-":-10 GA U -CHANNEL BRACE FASTENED TO
2 1/2• HE COLUMN AND ROOF BEAR, WITH
C4) "12-14x3/4' SW'S AT EACH END
CB PER BRACF)
BRACE SECT13N.
sC;aLO °Ives
__ . _. .
o� W heat
CD
0
210 ATRPORT ROAD
MOUNT AIRY, NC 27030
-0" SP FULLY OPEN STRL
Io
MINIMUM 7' LEIN
SLEEVE MINIM
SECURE COLUMN
TO SLEEVE VITF
(9) RI2-14x3/4•
TS D01
BOW SAVE RAFTER COLUMN
CONNECTION DETAIL FOR
HEIGHTS 14'-0' < TO �; 16'-0'
r
19 GA U -CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF REAM. WITH
(4) 412-14x3/4' SOF'S AT EACH EMD
(9 PER BRACE)
BRACE. SECTION
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
N
n
M-y"[I'*Tl l
IS BOW WMA_.
tip .........+
•vr"" WITH
...i�7 UI2-14x3/4'
SOPS (EACH -END)
19 CA U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
•NR11f1 N 7' LONG, CONNECTOR
SLEEVE MINIMUM 14 GA,
SECURE COLUMN AND RAFTER
TO SLEEVE WITH
C9) X12 -14x3/4' SDF'S
BOW EAVE RAFTER COLUMN
- CONNECTION DETAIL FOR
HEIGHTS S 14'-0'
SCALE NTS
, W h e at
G CD
210 AIRPORT ROAD
OUNP AIRY, NC 27030
WWF OR FIBERGLASS
FIBERS INSTALL 1/2'x6 3/4'
EXPANSION ANCHOR THROUGH
BASE RAIL WIIHIN 6' OF EACH
COLUMN (ALSO APPLICABI F
TO END WALLS)
GRADE
MINIMUM 3 1/4' - I
EMBEDMENT (TYP)
MONOLITHIC CONCRETE FOOTING
(3000 PSI MIN.) REINFORCED`D* V.ARIE.S
WITH (2)-#4's CONTINUOUS
CONCRETE MONOLITHIC SLAB
NI<
p AHORAGIE
SCALE: NTS
MINIMUM ANCHOR EDGE DISTANCE IS 4'
"COORDINATE WITH LOCAL BUILDING CODE
AND/OR BUILDING OFFICIAL REGARDING
REQUIRED FOOTING DEPTH
GENERAL NOTES
NOTE- CONCRETE MONULITHIC SLAB DESIGN BASED ON MINIMUM
SOIL BEARING CAPACITY OF 1,500 PSF
CONCRETE,
CONCRETE SHALL HAVE A MINIMUM SPECIFIED COMPRESSIVE
STRENGTH OF 3,000 PSI AT 28 DAYS,
COVER OVER REINFORCING STEEL,
FOR FOUNDATIONS, MINIMUM CONCRETF COVER OVER REINFORCING
BARS SHALL BE PER ACI -318-
3' IN FOUMDA11ONS WHERE THE CONCRETE 1S CAST AGAINST 4ND
PERMANLNILY IN CONTACT WITH THE EARTH OR EXPOSED TO THE
EARTH OR WEATHER, AND 1 1/2' ELSEWHERE.
REINFORCING STEELI
THE TURNDOWN REINFORCING STEEL SHALL BE ASIM A615 GRADE
60 THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC
MEETING ASTM A165 OR FIBERGLASS FIBFR REINFORCEMENT
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED,
1. REINFORCEMENT IS BENT COI D
2. THE DIAMETER OF THE BEND, MEASURED ON THE INSIDE OF THE
BAR. IS NOT LESS THAN SIX -BAR DIAMEIERS
3 REINFORCEMENT PARTIALLY EMBEDDED IN CONCRETE SHALL NOT
BE FIELD BENT
HELIX ANCHOR NOTES,
1 FOR VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL
AND COBBI FS, CALICHE, PRELOADED SILTS AND CLAYS, USF
MINIMUM (2) 4' HELICES WITH MINIMUM 30' EMBEDMENI OR
SINGLE 6' HELIX WITH MINIMUM 50' EMBEDMENT
2 FOR CORAI USE MINIMUM (2) 4' HELICES WITH MINIMUM
30' EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' EMBEDMENT
3 FOR MEDIUM DENSE COARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2> 4' HELICES WITH
MINIMUM 30 INCH EMBEDMENT OR SINGLE 6' HELIX WITH MINIMUM
50' FMBFDMENT-
4 FOR LOOSE TO MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND
SILTS ALLUVIAL FILL. USE MINIMUM (2) 6' HELICES WITH MINIMUM
50' EMBEDMENT
5 FOR VERY LOSE TO MEDIUM DENSE SANDS, FIRM TO STIFFER
Cl AYS AND SILTS, ALLUVIAL FILL, USE MINIMUM (2) 8' HELICES
WITH MINIMUM 60' EMBEDMENT
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
DRILL 5/8' DIAMETER
HOLE THROUGH THE BASE
2' WASHERS - RAIL AND SECURE TO
ANCHOR EYE WITH 1/2'
DIAMETER THROUGH BOLT
TOP OF ASPHALT
PAVEMENT OR
GROUND SURFACE
_'I
t—• -_.m . :�I
TS CONTINUOUS- �y1
BASF RAIL
HELIX EYE ANCH. R
(SEE NOTES BELOW)
GROUND BASE HELIX 'NC
HdRA E`
SCALE: NTS (CAN BE USED FOR ASPHALT)
, W heat
4'
'P
210 AIRPORT ROAD
OUNT AIRY, TIC 27030
SK -1
BOX EAVE RAFTER GABLE END OPTION
TYPICAL BOX SAVE RAFTER
GABLE END ELEVATION
SCALE: NTS
CUNNECYUR � 3/16 2'x2'x2' 14 GA CLIP ANGLE
SLEEVE TO
RAFTER 3/16: , � , .,� UGABLE RAIL TO RAFTWIT CCOL4
MN
AND )
I " �- N12 -14x3/4' SOPS
N[NIMUM G' LUNG. MINIMUM l4 GA..
F_
TS SI EEVSECURE CUI UNN TO
SLEEVE WITH N) 012-14x3/4' SDF'S
TS CI3LUMN .
- BOX EAVE RAFTER GABLE RAIL TO
RAFTER ._COLUMN C3NNECTIONN DETAIL
SCALE: NTS
NOTL: KNEE BRACE NOT SHOWN FOR CLARITY
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL BOX EAVE RAFTER
GABLE END FRAMING SECTION
SCALE, NTS
, \Nheat
210 AIRPORT ROAD
MOUNT AIRY. NC 270:
s
BOW EAVE RAFTER GABLE END OPTION
TYPICAL BOW RAFTER
GABLE END ELEVATION
'SCALE: NTS
TS BOW RAFTER
2'x2'x2' 14 GA CLIP
{ ANGLE SECURE TO
i RAFTER AND GABLE IS CHORD
RAIL WITH (4)
N12 -14x3/4' SDF'$
[.. TS GABLE RAIL
-.: MININUM 7' LANG. NININUN 14 GA,
TS SLEEVE SECURE BOV RAFTER
AND COLUMN TO SLEEVE WITH (8)
112-14.314' SW'S
�__ ....
IS COLUMN
BOW RAFTER GABLE RAIL TO
RAFTER./COLUMN.._CONNECT.ION DETAIL
'F4
SCALE! NTS
NOTE: KNEE BRACE NOT SHOWN FOR CLARITY
TYPICAL BOW RAFTER GABLE
END FRAMING SECTION
SCALES NTS
, W h e at
v4 CD
6>G/</jog 0,'4 o�
MOORE AND ASSOCIATES ' WWN IM LT 1 210 AIRPORT ROAD
ENGINEERING AND CONSULTING, INC, rnFr MOUNT Lp'
aLY �STR
CONNECTION DETAILS
RAFTER COLUMN/BASE RAIL
ECTION DETAIL
SCALE NTS
RAFTER COLUMN/BASE RAIL
CONNECTION DETAIL
5
SCALE: NTS
TS ROOF RAFTER
3
3
COLLAR TIE
-UL
7 CONLLE, NTS
-
' ONNECTiaN DETAIL
SCA
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
RAFTER COLUMN/BASE RAIL
)CONNECTION DETAIL
5 SCALE, NTS
:R
RAFTER TO CHORD
SCALE
�tmmwumw xroaL
6 t NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0`40'-0" SP FULLY OPEN STRUCTI
ko 1611
SCOAM Un
vw% m SK -1
IS COLUMN.0
RLEEvr TO a`'-
BASE RAILI
TS DOUBLE COLUMN
CONNECTOR
MINIMUM 6' LONG.
VE TO
BASE RAIL
31361
MINIM UM 14 QA,�
MINIMUM 6' LONG.
-a!
CONNECTOR SLEEVE
IECLIRE WtTH (4)
SLEEVE
0,
12 -14.3/4' SDF'S
MINIMUM L4 GA
SECURE WITH 4)
2-14x3/4' SDF*S
TS CONTINUOUS
TS CONTINUOUS
BASE RAIL
BASE RAIL
Li II
1.
—11 1 I—F I. T -t
- — ''l 1 11 1
RAFTER COLUMN/BASE RAIL
ECTION DETAIL
SCALE NTS
RAFTER COLUMN/BASE RAIL
CONNECTION DETAIL
5
SCALE: NTS
TS ROOF RAFTER
3
3
COLLAR TIE
-UL
7 CONLLE, NTS
-
' ONNECTiaN DETAIL
SCA
MOORS AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
RAFTER COLUMN/BASE RAIL
)CONNECTION DETAIL
5 SCALE, NTS
:R
RAFTER TO CHORD
SCALE
�tmmwumw xroaL
6 t NTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-0`40'-0" SP FULLY OPEN STRUCTI
ko 1611
SCOAM Un
vw% m SK -1
TYPICAL 1313X,. EAVE RAFTED LEAN-TO OPTIONS FRAMING SECTION (BOTH OPTIONS. SHOWN)
SCALE; NTS
MAXIMUM WIDTH OF SINGLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 12'-0'
MAXIMUM WIDTH OF DOUBLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 15-04.
IS ROOF 11xVww-
12' LONG CONNECTOR SLEEVE MAIN BUILEW
14 GA SECURE RAFTER TO
T$ ROS' RAFTER ., CONNECTOR SLEEVE WITH
MAIN BUILDING
j (9) 012-t4.3/4' SDF'S .✓"~ .
LONG CONNECTOR
GA. SECURE RAFTER�tl
NNECTOR SLEFVF WITH - �✓' _ .-i'.'
SLEE VF
3/16 TO RAFTI
&:
(�
WWWR 6" LONG. MINIMUM
f4 GA.CONMECT04 SLEEVE
'.: TS EXTENSION ` SECURE COLUMN TO
RAFTER CW4NECTOR SLEEVE WM
(4) 012-14z3/4'SOF'S
Ae
TS COLUIMT ..
SIDE EXTENSION RAFTER/
>�- COLUMN D . DETAIL FOR
RAFTER SPANS 12'-0'
SCALE'S NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
3/16[ ` �tONNECTOR SLEEVE
't -Ta, DW- CONNECTOR SLEEVE WITH
EXTENSION (4) 012-14x3/4'SOF'S
RAFTER
2'x2'z2. 14 GA ANGLE CV. ---i5 COLUMN
SECURE TO COLUMN AND'
RAFTER CHORD/RAiL WITH
012-14x3/4' SDPSl 2 ON
BOTTON AND 2 ON STOE
SIDE EXTENSION RAFTER/
COLUMN DETAIL FOR ,RAFTER
�� SCAtE� #QTS
, \Nheat
o
210 AIRPORT ROAD
MOUNT AIRY. NC 270.
ra SK -1 PtEVJ s
NINMUN 6' LONG. MINIMUM 14 GA„
CONNECTOR SLEEVC SECURE RAFTER
TO CDO CCTOR SLEEVE VITN
(4) 1112-14.3/I' SOF'S
-TS REQ RAFTER
TS COLL M
LEAN-TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL
9 FOR RAFTER SPANS W-.0'
SCALE; NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
=2•.2'92. 14 CA ANGLE CLIP &EMIR:
TO COLIAIN AND RAFTER CHORURAIL
VIM M) IFt2-t4v3/4' SOPS
TS DOUBLE ROOF RAFTER
Ts COLUMN
LEAN-TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL
Com, . FOR RAFTER SPANS 12'-0' < TO 15'-0'
SCALEI 'NTS
, \Nheat
OL
v CD
g D1J,y\o�
210 AIRPORT ROAD
OUNT AIRY. NC 27030
BOX _EAVE RAFTER EEAN!. .DFTIQN_-EXPOSURE-B
TS ROOF RAFTER
CONNECTOR -12
31.16
SLEEVE '; '�\fie
TO
kgFTF.k \
ri
CONNECTOR
SLEEVE
TO RAFTER
IS ROOF RAFTER
... ' i_SE"GL?iVITH
(4) 412-14x3/4•
SpF•S LEACH END)
MINIMUM 6' LONG, GATUR —� I F�
SLEEVE MINIMUM l44 , ia: W U-CJ4ANNEL KNEE
SECURE COLUMN TO SLEEVE BRACE FASTENED TO
WITH (4) 412-14x3/4' SDF'SRAFTER AND COLUMN MINIMUM 6• LONG, CONNECTOR
SLEEVE MINIMUM 14 GA., '
SECURE CULUXN TD SLEEVE 18 GA U -CHANNEL KNEE
TS DOUBLE l tkUb88" WITH (4) 112-14x3/4' SOPS BRACE FASTENED TO
TEAND COLUMN
RAFR
IS COLUMR.:
BOX EAVE RAFTER COLUMN CONNECTION
BOX EAVE RAFTER COLUMN CONNECTIONDET#L Fit MEIOFfTS .. 14'-0'
DETAIL FqR HEIGHTS 14'-0' TD S 15�-0' Hf]RSE TARN OPTION CRE�UIRES A LEAN-ILl ON BOTH
SCALE+ NTS SIDES OF THE MAW BUILDING):
HORSE BARN OPTION CREOUIRES A LEAN-TO DN BOTH
SIDES Qf THE MAIN BUILDING7,
m
18 GA U -CHANNEL BRACE FASTENED TO
2 1/2' THE COLUMN AND RDDF BEAM, WITH
(4) 812-14x3/4• SDF•S AT EACH END
C8 PER BRACE)
BRACE SECTION
SCALE: NTS
, \Nheat
OL
U CD
EAGLE CARPORTS
MOORE AND ASSOCIATES 1mvw Irro LT 210 AIRPORT ROAD
ENGINEERING AND CONSULTING, INC. CHED= ,,rt �, 30�-a"x2Q'"Io°SFUI�LLY OPEN SRR
m IDVGw w W-11 FEW e
BOX EAVE RAFTER LEAN-TO OPTION - EXPOSURE C
TS ROOT RAFTER -1.
SLEEVE
TO RAFTER
SDF'S LEACH END)
MINIMUM 6' LONG, CONNECTOR
SLEEVE 14INIMUN 14 GA -
SECURE COLUMN TO SLEEVE
WITH CU Ni2-14x3/4' SOPS
TS DOUBLE COLUMN
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
FOR HEIGHTS 14'-0' ( TO s 16'-0'
............. .
1 � SCALE: NTS
HORSE BARN OPTION <REQUIRES A LEAN-TO ON BOTH
SIDES OF THE MAIN BUILDING),
m
WA U -CHANNEL BRACE FASTENED TO
COLUMN AND ROOF BEAM, WITH
(4) M12 -14x3/4' SUPS AT EACH END
C8 PER BRACE)
BRACE SECTION
SCALE- NTS...........
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TS ROOF RAFTER
TO
MINIMUM V LONG,
SLEEVE MINIMUM 14 -"e GA U-CHAMNEL KNEE
SECURE COLAMN TO SLEEVE BRACE FASTENED TO
VITN (4) 112-140/4' SDF'S RAFTER AND M UNN
TS COLUMN -
BOX EAVE RAFTER COLUMN
CONNECTION DETAIL
�. , FOR HEIGHTS x,14'-0'
sou
',�.. HORSE BARN OPTION (REQUIRES A LEAN-TO
ON BOTH SIDES OF THE MAIN BUILDING)
, W h e at
G CD
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
9
TYPICAL BOW RAFTER LEAN-TO OPTION FRAMING SECTION
SCALE, NTS'
MAXIMUM WIDTH OF SINGLE MEMBER (RAFTER AND COLUMN) ROOF EXTENSION AND LEAN-TO IS 12'-0'
MAXIMUM WIDTH OF DOUBLE MEMBER (RAFTER AND CULUMN) ROOF EXTENSION AND LEAN-TO IS l5'-('
MINIMUM 7' LONG. MINIMUM 14.4M6
CONNECTOR SLEEVE SECURE..
RAFTER AND COLUMN TO CONNECTON
VIT14 W) 012-14x3/4' SDF'S
CrNECTO& ' 34t, .'
SLEFVF
TO
TS ROOF RAFTER
MINIMUM 6' LONG, MINUMUR-
0 GA, CONNECTOR SLEEVE
SECURE RAFTER TO
CONNECTORSLEEVE WITH
(4) 112-14x3/4' SDFS
TS COLUMN
LEAN-TO RAFTER TO RAFTER
COLUMN CONNECTION DETAIL
11 F13R RAFTER SPANS 12'-0'
MINIMUM 7' LONG, MINIMUM -
14 C.A. CONNECTOR SLEEVE
SECURE ROOF RAFTER AND
COLUMN TO CONNECTOR WITH
(8) #12-14.3/4' SDF'S
2'x2'%2' l4 GA ANGLE CLIP,
SECURE TO CU:UNN AND
RAFTER CHDRDAIL WITH
(4) 012-14x3/4' SDF'S
TS COLUMN
LEAN-TO RAFTER TO
RAFTER COLUMN CONNECTION
-� DETAIL FOR RAFTER
11A `, SPANS 12'-0' <.. TO _x,..15`-0'
SCALE: NTS
MOORE AND .ASSOCIATES
ENGINEERING AND CONSULTING, INC.
, \N heat
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
30'-Q"x20'-0" SP FULLY OPEN STRUCTI
MU Wu
.14 rda m SK -1 e
BOW RAFTER LEAN-
ISS BOW RAFTER
(4> 11t UITH
x3/4•
SDF'S (EACH END)
18 GA U -CHANNEL KNEE.
BRACE FASTENED TO
RAFTER AND COLUMN
tLEOVMINIMUlE 7- LDNG.1MUMICONECTOR
SE.CIJRF COLUMN AND RAFTER
TOSLEEVE WITH
j (8) 112-14«3/4' SOPS
BOW EAVE RAFTER COLUMN CONNECTION
DETAIL FOR HEIGHTS I4'-0'
SCALE' NTS
HORSE BARN OPTION (REQUIRES A LEAN-TO ON BOTH
SIDES OF THE MAIN BUILDIPIL).
n
'18 GA U -CHANNEL &RACE FASTENED TO
2 1/2• THE COL'
AND R a BEAM, METH
4) 012-L4K3/4'.SDF'S AT EACH END
18 PER BRACE)
,BRACE SECTION
SCAL14 NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
IS BOV
,' WITH
i -34.3/4 -
(EACH END)
. U -CHANNEL KNEE
BRACE
\\(/ BRACC E FAND COD TO
RAFTER AND COLUMN
"olttrr 7' LONG, CONNECTOR
I`LE°�EVE MINIMUM 14 GA,
TS COLUMN.*- SECURE COLUMN TO SLEEVE
WITH (8) 012-14x3//' SOF'S
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL
.FOR HEIGHTS, x;.14'-0'
HORSE BARN OPTIQN (REQUIRES A LLAN-TQ
ON BATH SI➢ES OF THE MAIN BUILDING)
�W heat
o
U CD
EAGLE CARPORTS
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
'-O".SP FULLY OPEN STRUCTURE
BOW RAFTER LEAN-TO OPTION - EXPOSURE C
TS BOW RAFTER
TS BOW
" 4 fil E: WITH
«) 112-1423/4
SOF'S (EACH EP
IB GA. U -CHANNEL KNEE
BRACE FASTENED TO
RAFTER AND COLUMN
1 MINIMUM 7' LONG, CONNECTOR
SLEEVE. MINIMUM 14 GA.
SECURE COLUMN AND RAFTER
TO SLFFVF WITH
{ ). (B) 412-140/4' SDF'S
TI DOUBLES-/ 312
COLUMN
BOW EAVE RAFTER COLUMN CONNECTION
12$ DETAIL FDR HEIGHTS 14'-0'_ < TO ib' -0',
S%!!'LE: NTS
NORSE BARN OPTION (REQUIRES A LEAN -T❑
ON BOTH SIDES OF THE MAIN BUILDING).
f.
-18 Gk U -CHANNEL BRACE FASTENED TO
THE COLUMN AND ROOF BEAN, WITH
44812-140/4' SIFT AT EACH END
" CS PER BRACE)
BRACE SECTION,
SCALE: NTS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
3
m
Uft WITH
412-14x3/4'
'S (EACH END)
-:(9GA U -CRANED KNEE
BRACE FASTENED TO
_ RAFTER AND COI.tIIN
- Khf" 7' LONG. CONNECTOR
SUE
EVE MINIMUM 14 GA.
TS COLUMN- MORE COLUMN TO SLEEVL
WITH (8) 112-14x3/4' SDF'S
BOW EAVE RAFTER COLUMN
CONNECTION DETAIL
1'cC _FOR HEIGHTS._- ' 1.4'-0'_
SCALE= NTS
HORSE BARN OPTION (REQUIRES A LEAN-TO
ON BOTH SIDES OF THE MAIN BUILDING)
, W h e at
G CD
0
210 AIRPORT RC
MOUNT AIRY, NC
BOX EAVE RAFTER EXTRA SIDE PANEL OPTION
29 GA GALVANIZED METAL ROOF AND SIDE -
PANELS FASTENED TO RAFTERS AND POSTS,
TYPICAL RAFTER/COLUMN FRAME
SECTION - EXTRA SIDE PANELS
SCALE, NTS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE'i .,NT,S.
NOTES:
* 9-0' MAX FOR EAVE HEIGHT I4'-0' < TO t, 20'-0'
x 6'-0' MAX FOR F AVF HEIGHT < 14'-0'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC..
TYPICAL END ELEVATION
EXTRA SIDE PANELS
SCALE;"' -NTS
, \Nheat
CD
210 AIRPORT ROAD
MOUNT AIRY, NC 27030
ND I&%"/
ND SK -1 Mev+ 8
upmm:
WALL E
TO MAT
BOW RAFTER EXTRA SIDE PANEL OPTION
TYPICAL RAFTER/COLUMN FRAME
SECTION — EXTRA SIDE PANELS
SCALE NTS
TYPICAL SIDE ELEVATION
EXTRA SIDE PANELS
SCALE: NTS
NOTLS:
x 9'-0' MAX FOR SAVE HEIGHT 14'-0' < TO < 20'-0'
■ 6'-0" MAX FOR EAVE HEIGHT $ .14-0'
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL END ELEVATION
EXTRA. SIDE PANELS
SCALE: NTS
, W h e at
G CD
'ng D1J,y\o�
210 AIRPORT ROAD
MOUNT AIRY, IVC 27030
'-0" SP FULLY OPEN STP,
BOX EAVE RAFTER VERTICAL ROOF OPTION
TYPICAL END ELEVATION
VERTICAL. ROOF
SCALE NTS
GA GAI VANRED METAL ROOF PANELS
TENED TO HAT CHANNELS
1'-18 GAUGE
HAT CHANNEL
TYPICAL SECTION
VERTICAL ROOF OPTION
SCAT. F: -NTS
PANEL ATTACHMENT
ZALTERNATE FOR VERTICAL ROOF PANELS)
SCALE, NIS
MOORE AND ASSOCIATES
ENGINEERING AND CONSULTING, INC.
TYPICAL SIDE ELEVATION
VERTICAL
ROOF.
SCALE: NTS
SEE NOTES
V-18 GAUGE HAT CHANNEL SPACED AT
(SHEET 3)
4'-0' (MAIL) OL AND FASTENED TO EACH
FOR_"Fl"
RAFTER VITH (2) 1112-14a3/4' SDF'S
TYPICAL FRAMING SECTION
VERTICAL ROOF OPTION
SCALE NTS
o� W heat
.
CD
6'G4/of n9 oko
0
210 AIRPORT RC
MOUNT AIRY. AIC
.17 ]Bwr w
NSPECTION-R MORD
INSPECTION ONLINE FOkIM '` http://www.ci.wheatridge.co.us/inspection
INSPEC QUES 34-=
Cancellations must be submitted via the online form 646re 8 a m. the day of the inspection
Occupancy/Type
Inspections will not be performed unless this card is posted on the project site.
**Request an inspection before 11:59 p.m. (midnight) to receive an inspection the following business day.**
Inspector Must Sign ALL Spaces pertinent to this project
Foundation Inspections
Date Inspector Comments
Initials
Pier
Concrete Encased Ground (CEG)
Foundation / P.E. Letter
Do Not Pour
Concrete Prior To Annroval Of The Above Insnections
Underground/Slab Inspections Date Inspector Comments
Initials
Electrical
Sewer Service
Plumbing
Do Not Cover Underground or Below/In-Slab Work Prior To Approval Of The Above Ins ectiont
Rough Inspections
Date
Inspector
Initials
Comments
hing
Mid-Roof�-
La,100111MI Tie
Rough Electric
Rough Plumbing/Gas Line
Rough Mechanical
Rough Framing
Rough Grading
Insulation
Drywall Screw/ Nail
Final Inspections
Date Inspector
Initials
Comments
Landscaping & Parking / Planning Dept.
Inspections from these entities should be requested
one week in advance. For landscaping and parking
inspections call 303-235-2846. For ROW and drainage
inspections call 303-235-2861. For fire inspections
contact the Fire Protection District for your project.
ROW & Drainage / Public Works Dept.
Floodplain Inspection (if applicable)
Fire Inspection / Fire Protection Dist.
Final Electrical
Final Plumbing
Final Mechanical
Roof
Final Window/Doors
Final Building
NOTE: All items must be completed and approved by Planning, Public Works, Fire and Building before a Certificate
of Occupancy is issued. Approval of the Final Building inspection does not constitute authorization of occupancy.
"`For low voltage permits — Please be sure that rough inspections are completed from the Fire District and electrical low voltage
by the Building Division.
Occupancy Is Not Permitted Until A Certificate of Occupancy Is Issued
Protect This Card From The Weather
A City of Wheat Ridge
a'
Residential Roofing PERMIT - 201707081
PERMIT NO: .201707081 ISSUED: 09/08/2017
JOB ADDRESS: 4355 Pierson ST EXPIRES: 09/08/2018
JOB DESCRIPTION: Residential Re -roof to install OC Tru Def asphalt shingles - 12.22 sq
Pitch = 5/12
*** CONTACTS ***
OWNER (303)416-0519 JAMES KENNETH D
SUB (303)438-1007 Doug Breinig/Melodi Breinig 140189 J&N Roofing Inc.
*** PARCEL INFO ***
ZONE CODE: UA / Unassigned USE: UA / Unassigned
SUBDIVISION CODE: 2408 / FRUITDALE, LEES, STONERIDGE BLOCK/LOT*: 0 /
*** FEE SUMMARY *** ESTIMATED PROJECT VALUATION: 5,400.00
FEES
Total Valuation 0.00
Use Tax 113.40 w
Permit Fee 140.90
** TOTAL ** 254.30
*** COMMENTS ***
*** CONDITIONS ***
Effective December 1, 2014, asphalt shingle installations require an approved midroof
inspection, conducted when 25-75 percent of the roof covering is installed, prior to final
approval. Installation of roof sheathing (new or overlay) is required on the entire roof
when spaced or board sheathing with ANY gap exceeding one half inch exists. Sheathing and
mid -roofs may be called in at the same time, one hundred percent of the sheathing must be
complete and 25-75 percent of the mid -roof may be complete. Asphalt shingles are required
to be fastened to the roof deck with a minimum of 6 nails per shingle. Ice and water shield
is required. Eave and rake metal is required. A ladder extending 3 feet above the roof eave
and secured in place is required to be provided for all roof inspections. Roof ventilation
is required to comply with applicable codes and/or manufacturer installation instructions,
whichever is more stringent. In order to pass a final inspection of elastomeric or similar
type roof coverings, a letter of inspection and approval from the manufacturer technical
representative stating that "the application of the roof at (project address) has been
applied in accordance with the installation instruction for (roof material brand name)
roof covering" is required to be on site at the time of final inspection.
Midroof & Final Roof inspections for ROOFS OVER 6/12 PITCH: 3rd party inspection will be
required, the 3rd party inspection report AND THE ORIGINAL PERMIT CARD needs to be dropped
off to the Permit Desk at the City of Wheat Ridge. The report MUST BE SIGNED by the
Homeowner.
. 4 r a City of Wheat Ridge
Residential Roofing PERMIT - 201707081
PERMIT NO: 201707081 ISSUED: 09/08/2017
JOB ADDRESS: 4355 Pierson ST EXPIRES: 09/08/2018
JOB DESCRIPTION: Residential Re -roof to install OC Tru Def asphalt shingles - 12.22 sq
Pitch = 5/12
I, by my signature, do hereby attest that the work to be performed shall comply with all accompanying approved plans and specifications,
applicable building codes, and all applicable municipal codes, policies and procedures, and that I am the legal owner or have been authorized
by the legal owner of the property and am authorized to obtain this permit and perform the work described and approved in conjunction with
this permit. I further attest that I am legally authorized to include all entities named within this document as parties to the work to be
performed and that all work to be performed is disclosed in this document and/or its' accompanying approved plans and specifications.
q1Z3)/-?
Signature of or .CON��i:ino
TOR Circle one) Date
This ermit,was issued ba e ation rovided in the ermit a lication and accompanyinglans ands ecifications and is
1. pp PP p P
subject to the compliance with those documents, and all applicable statutes, ordinances, regulations, policies and procedures.
2. This permit shall expire 365 days after the date of issuance regardless of activity. Requests for extension must be made in writing and
received prior to the date of expiration. An extension of no more than 180.days made be granted at the discretion of the Chief Building
Official and maybe subject to a fee equal to one-half of the originalpermrt fee.
3. If this permit expires, a new permit may be required to be obtained. Issuance of a new permit shall be subject to the standard
requirements, fees androcedures for approval of any new permit. Re -issuance or extension of expired permits is at the sole discretion of
the Chief Building Official and is not guaranteed.
4. No work of any manner shall be performed that shall results in a changeof the natural flow of water without prior and specific approval.
5. The permit holder shall notify the Building and Inspection Services Division in accordance with established policy of all required
inspections and shall not proceed or conceal work without written approval of such work from the Building and Inspection Services
Division.
6. The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, an violation of any provision of any
applic ode or any ordinance or reg ation of this jurisdiction. Approval of work is subject to field inspection.
e
Signature of Chief Building Official Date
REQUESTS MUST BE MADE BY 11:59PM ANY BUSINESS DAY FOR INSPECTION THE FOLLOWING BUSINESS DAY.
we heeebY per-ifications submits __—
and estimates for.
Structure: House
Tear off one layer of existing laminate shingles on the entire existing house roof (Approx.
1,222 sq. ft.), down to 0 layers.
Install 30# felt, 2" x 3" drip edge, bleeder and starter shingles as needed.
Install step flashing at walls.
Install ice and water shield at eaves prior to roof installation (624 SF).
Install Owens Corning TruDef Duration Storm IR (UL 2218 Class 4 Rated) shingles on the
entire house roof. Install same IR shingles on the hip and ridge.
Replace one 1 112" and one 3" pipejacks.
Replace 15 RV -53 with new slant back roof vents.
Replace one 8" pipe jack rain cap & collar.
Replace one 6" pipe jack and collar.
Replace one 24" fan cap.
Replace two 3" pipe jack rain caps and collars.
Paint all vents and jacks as needed to match roof.
Note: This estimate excludes metal patio cover.
General:
Deck replacement, if necessary due to code or condition, will be charged at additional time
Plus material. Customer will be notified of deck replacement issues as they arise. (Decking is
the wood deck under the shingles. On rare occasions (older roofs with multiple layers or
areas where water has caused damage, etc.), it is necessary, due to current building codes
and/or condition, to replace and/or recover 1 or more sections of the deck. Cost for
materials and installation is charged at $50/$70 a sheet installed.)
Clean up and haul away all roofing debris.
Pull permit with appropriate jurisdiction.
J & N Roofing
Comore —ld Residentwf
Licensed (g Insured
1180 South Balsam Street, Lakewood, CO
80232
PH. 303-438-1007
FAX 303-438-1216
EMAIL: JNRoofmglCcomcast.net
WEBSITE: JNRoofingColorado.com
I'Mr-sal Submitted To:
Ellen James
Date:
Street:
6/28/2017
4355 Pierson Street
phone:
City, State, and Zip Code:
303416-0519
Lakewood, CO
Job Location:
Same
we heeebY per-ifications submits __—
and estimates for.
Structure: House
Tear off one layer of existing laminate shingles on the entire existing house roof (Approx.
1,222 sq. ft.), down to 0 layers.
Install 30# felt, 2" x 3" drip edge, bleeder and starter shingles as needed.
Install step flashing at walls.
Install ice and water shield at eaves prior to roof installation (624 SF).
Install Owens Corning TruDef Duration Storm IR (UL 2218 Class 4 Rated) shingles on the
entire house roof. Install same IR shingles on the hip and ridge.
Replace one 1 112" and one 3" pipejacks.
Replace 15 RV -53 with new slant back roof vents.
Replace one 8" pipe jack rain cap & collar.
Replace one 6" pipe jack and collar.
Replace one 24" fan cap.
Replace two 3" pipe jack rain caps and collars.
Paint all vents and jacks as needed to match roof.
Note: This estimate excludes metal patio cover.
General:
Deck replacement, if necessary due to code or condition, will be charged at additional time
Plus material. Customer will be notified of deck replacement issues as they arise. (Decking is
the wood deck under the shingles. On rare occasions (older roofs with multiple layers or
areas where water has caused damage, etc.), it is necessary, due to current building codes
and/or condition, to replace and/or recover 1 or more sections of the deck. Cost for
materials and installation is charged at $50/$70 a sheet installed.)
Clean up and haul away all roofing debris.
Pull permit with appropriate jurisdiction.
Contractor will supply customer with a 5 -year roof certification, and a 5 -year
workmanship warranty upon completion.
Color Choice ,��-{.uYJ0d
NOTE: It is the customer's responsibility to check all covenant and/or HOA requirements.
We prnpuSe hereby to furnish material and labor - complete in accordance with above specifications, for the sum of -
Five -thousand, four -hundred, and six dollars 00/100 ($5,406.00)
Payment to be made as follows:
Due upon completion.
Authorized Signature: 0 l
All Material is guaranteed to be as specified Barring any weather delays or circumstances out of the contractor's control (such as but
not limited to unavailable materials) between now and the scheduled work dates, unless customer and contractor agree in writing to
change the dates, THE APPROXIIdATE DATES OF SERVICE WII.L BE: TBD
The customer or contractor has 72 hours cancel in writing, which is expectable via email, mail, fax or in person. If job is scheduled
during this 72 hours, customer must pay any expenses incurred. The final date to cancel, by midnight is: 72 hours after date of
contract acceptance.
All work to be completed in a workmanlike manor according to standard roofing practices Any alteration or deviation from above
specifications involving extra costs will be executed only upon consent in the form of email, revised contracts, or in writing, and will
become an extra charge over and above the estimate. J&N is not responsible for any interior damage caused as a result of normal
work activity_ All agreements contingent upon strike, accidents, or delays beyond our control. Owner to carry fire, tornado, and other
necessary insurance.
The undersigned agrees to be liable for any reasonable costs incurred by customer's request for a change in the above specifications,
and that contractor will be bound by such a change in the specifications only if they are in writing.
Payment Expectations and associated fees:
Payment is due at completion without exception unless other arrangements have been made beforehand and are detailed in the
contract body. We do accept no interest monthly payment plans if requested and arranged prior to signing as additional
documentation is required If a payment plan is requested AFTER completion of work, there will be a $25 convenience fee added to
the balance. We do accept Visa, MasterCard, and Discover, HOWEVER, there is an approximate 25% handling fee for amounts over
$1000.00. late Paymrent Fee Assessment is as follows:
Payment due at completion. If payment is not received within:
30 days, a $25 late fee will apply, with a possible 1% daily compounded fee
45 days, a $50 late fee will apply
60 days, any balance due after 60 days will be charged a $75 late fee, in addition to the initial 30 day and 45 day fees, and a daily fee
of $5 will be added to the balance until paid in full J & N Roofing. Inc may file a mechanics lien against your property, tum the
account over for collections, or file a small claims suit after 60 days of non-payment Additional fees resulting from the use of a 3rd
party collection and/or any legal fees associated with collecting a debt will also be added to outstanding balance&
We are covered by liability and workman's compensation insurance -certificates available upon request
Liability Insurance information for J & N Roofing, Inc: Provider. Preferred Contractors Insurance Company, (720) 9642471. Each
occurrence $1,000,000.00. General Aggregate $2,000,000.00_ Workman's Compensation Information fort & N Roofing, Inc. Provider.
Pmnacol Assurance 7501 E Lowry Blvd Denver, CO 80230-7006.
Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and
hereby accepted. You are authorized to do the work as specified. Payment will be made as
outlined abo e.
Signature ! n 1 ' Date of Acceptance �° ' d �-
�► P
Dane Lovett 2c) W70 � I
From: no- reply@ci.wh eatridge.co.us
Sent: Wednesday, September 6, 2017 4:12 PM -s"
To: CommDev Permits
Subject: Online Form Submittal: Residential Roofing Permit Application
Follow Up Flag: Follow up
Flag Status: Completed
C
C
fi
Residential Roofing Permit Application
This application is exclusively for new permits for residential roofs and for licensed
contractors only. This type of permit is ONLY being processed online --do not come
to City Hall to submit an application in person. Permits are processed and issued in
the order they are received and due to the volume of requests, time to process
varies and is subject to change. YOU WILL BE CONTACTED WHEN YOUR
PERMIT IS READY FOR PICK-UP AND WILL BE GIVEN A SPECIFIC DATE
AND TIME WINDOW TO COMPLETE THE TRANSACTION. You will be notified if
your contractor's license or insurance has expired, and you may update those
documents at the time you are issued your permit.
For all other requests:
Homeowners wishing to obtain a roofing permit must apply for the permit in person
at City Hall. Revisions to existing permits (for example, to add redecking) must be
completed in person at City Hall. All other non -roofing permits must be completed in
person at City Hall. The Building Division will be open from 7:30-10:30 a.m.,
Monday through Friday to process these types of requests.
THIS APPLICATION DOES NOT CONSTITUTE A PERMIT. DO NOT BEGIN
REROOFING UNTIL PERMIT HAS BEEN ISSUED.
Is this application for a Yes
residential roof?
How many dwelling units Single Family Home
are on the property?
PROPERTY INFORMATION
Property Address 4355 Pierson St.
Property Owner Name Ellen James
Property Owner Phone 303-416-0519
Number (enter WITH
dashes, eg 303-123-4567)
201
Property Owner Email Field not completed.
Address
Do you have a signed Yes
contract to reroof this
property?
Applications cannot be
submitted without an
executed contract
attached below.
Attach Copy of Executed 4355 Pierson St signed contract.pdf
Contract
CONTRACTOR INFORMATION
Contractor Business
J&N Roofing
Name
Contractor's License
140189
Number (This is a 5 or 6
digit number for the City
of Wheat Ridge)
Contractor Phone
303-438-1007
Number (enter WITH
dashes, eg 303-123-4567)
Contractor Address
1180 S. Balsam St.
(Primary address of your
business)
Contractor Email Address
jnroofingl@comcast.net
Retype Contractor Email
jnroofingl @comcast.net
Address
DESCRIPTION OF WORK
TOTAL SQUARES of
the entire scope of work:
Project Value (contract
5400
value or cost of ALL
materials and labor)
Are you re -decking the
No
roof?
202
Does the scope of the No
project include a flat roof
(less than 2:12 pitch)?
Does the scope of the Yes
project include a pitched
roof (2:12 or greater
pitch)?
What is the pitch? 5/12
How many squares are 1222
part of the pitched roof?
Describe the roofing Owens Corning TruDef Duration Storm IR UL 2218 Class 4
materials for the pitched Rated shingles
roof:
Type of material for the Asphalt
pitched roof:
Provide any additional Re -roofing house only with Owens Corning TruDef Duration
detail here on the Storm IR shingles. Installing Ice & Water shield at eaves (624
description of work. (Is SF).
this for a house or
garage? Etc)
SIGNATURE OF UNDERSTANDING AND AGREEMENT
I assume full
responsibility for
compliance with
applicable City of Wheat
Ridge codes and
ordinances for work
under any permit
issued based on this
application.
I understand that this
application is NOT a
permit. I understand I will
be contacted by the City
to pay for and pick up the
permit for this property.
I understand that work
may not begin on this
property until a permit
has been issued and
posted on the property.
Yes
Yes
Yes
203
I certify that I have been Yes
authorized by the legal
owner of the property to
submit this application
and to perform the work
described above.
I attest that everything Yes
stated in this application
is true and correct and
that falsifying
information in this
application is an act of
fraud and may be
punishable by fine,
imprisonment, or both.
Name of Applicant Nathan Breinig
Email not displaying correctly? View it in your browser.
204
a
i CITY OF WHEAT RIDGE
Vr
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type:
Job Address: 1-! -3 r -s on i94 -
Permit Number: -D 0 ) -7 o -70 S )
❑ No one available for inspection: Time q= q 4, /AQYPM
Re -Inspection required: Yes IVo
When corrections have been made, call for re -inspection at 303-234-5933
Date: ! fe� Inspector: TL)
DO NOT REMOVE THIS NOTICE
i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: ill , d
Job Address: L 5-S R f,e 4-4 4
Permit Number: _2 0 1-7 Q 7 o Q I
4—L� �sS L -"
►�`c— � fit`' �r�G
❑ No one available for inspection: Time = 4-3 AM/ rM
O
Re -Inspection required: Yes Ion
When corrections have been made, call for re -inspection at 303-234-5933
Date: 9 Ll 1 - Inspector: =C CS
DO NOT REMOVE THIS NOTICE
♦ i CITY OF'WHEAT RIDGE
Building Inspection Division
(303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: J1gyr=
Job Address: VSSS 1,5ks''ox,
Permit Number: 09'31oe)
El rld,�k'oy�
i
No one available for inspection: Time AM/
Re- Inspection required: Yes /'Nb)..
"When corrections have been made, call for re-inspection at 303- 234 -5933
Date: /h /bz? Inspector:
DO NOT REMOVE THIS NOTICE
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type: M10 7n��
Job Address: 4-3_5
Permit Number: 09 31, 0c)
i Stl•PPt[Ut�2G�
AJO M_
E;
El No one available for inspection: Time tS AM/ �M
Re- Inspection required`. 'Yes No
k
When corrections have been made, call for re- inspection at 303 - 2345933
Date: 12 — 3 (- €�9. Inspector:
DO NOT REMOVE THIS NOTICE
♦ i
CITY OF WHEAT RIDGE
Building Inspection Division
r (303) 234 -5933 Inspection line
(303) 235 -2855 Office • (303) 237 -8929 Fax
INSPECTION NOTICE
Inspection Type:
M fwoF
Job Address:
1 1355'
Permit Number:
093t3D
11 Gii n,i/1. .
❑ No one available for inspection: Time 3,'/0 AM AM
Re- Inspection required: Yes C
* When corrections have been made, call for re-inspection at 303 - 2345933
Date: 12 -1dS3 09 Inspector: /? -i
DO NOT REMOVE THIS NOTICE
��. ��!/ ��IK��= �R JRjirZ�ll� }�L1Y)etRl'!@1R.1!•L I�l��la.��0- ��.��-��
10/23/2009 FRI 9:58 FAX 303 237 8929 303 Best Way roof Corp
0002/002
I NSPECTION RECORD occupancy/TyDe
®'INSPECTION LINE (303) 234 -5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
�J #- -- A6m`ih "-'f # (�- d"")In1')O 117 i
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INSPECTIONS
DATE
INSPECTOR
INITIALS
COMMENTS: -
Footings /Caissons
Roof
_ ..
Building Final -
Stemwall / (CEG) Concrete
Encased Ground
Fire Department
R.O.W & Drainage -
Reinforcing or Monolithic
Parking &Landscaping
`RNor A
SHOULD BE CAI
Weatherproof French Drain
Sewer Service Lines
Water Service Lines
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
ROUGHS
Sheathing
Lath I Wall tie -
Mid -Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
mmu Itl111GE1
Insulation
Drywall Screw
FINALS
Electrical
:._...... _.. _._
Plurrlbing
Mechanical
Roof
_ ..
Building Final -
Fire Department
R.O.W & Drainage -
INSPECTIONS TI
Parking &Landscaping
`RNor A
SHOULD BE CAI
._ Alan _Parkes _.. :
:._...... _.. _._
— - .RECEIPT NO:CDBOB3079
BP5P Reroof 13 sqs
893680
_ ..
Permit Fee . ..._....
Use Tax
E. LL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND ZONING, i:khLiwiG
CERTIFICATE OF OCCUPANCY 1S ISSUED. FINAL INSPECTION BY THE BUILDING DIVISION DOES NOT CONS77TUTEAUWRIZATION
OF A CERTIFICATE OF OCCUPANCY NOR PE RMISSION FOR OCCUPANCY.
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
PROTECT THIS CARD FROM THE WEATHER
♦ i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: /'2i0 Aaa,
Job Address: ~i_''?55 jP)ZXea1✓ SV
Permit Number: z1fa0b
~a_=st,t~ ~!'7✓G~LL~'r9 Ui~ Y,fID:N~ f'~'.
1
❑ No one available for inspection: Time AM/PM
Re-Inspection required: Yes No
"When corrections have been made, call for re-inspection at 303-234-5933
Date: 12-I -n9 Inspector: 9V
DO NOT REMOVE THIS NOTICE
y
♦ A i CITY OF WHEAT RIDGE
Building Inspection Division
(303) 234-5933 Inspection line
(303) 235-2855 Office • (303) 237-8929 Fax
INSPECTION NOTICE
Inspection Type: /,~/y DF
Job Address: A/gss- RE~,~5aw S~
Permit Number: 09-?6DD
pl_omr~uPd,
I
No one available for inspection: Time J /7 AM/ I9
Re-inspection required: es) No
' When corrections have been made, call for re-inspection at 303-234-5933
Date: 42-{0-01 Inspector: A/
DO NOT REMOVE THIS NOTICE
r
f
PERMIT NO: 093600
9JOB ADDRESS: 4355 PIERS
DESCRIPTION:. Reroof 13
K, CONTACTS
owner 303/933-3364
:FEE SUMMARY ESTIMA'.
FE
:rmit Fee 108
)tal Valuation
;e Tax 42
:TOTAL 150
[ditions
>n job site. If one or the other
ion are accurate, and do not violate applicable
c 51
INSPECTION RECORD Occupancy/TVpe
'IV-INSPECTION LINE: (303) 234-5933
Inspections will not be made unless this card is posted on the building site
Call by 3:00 PM to receive inspection the following business day.
INSPECTOR MUST SIGN ALL SPACES PERTAINING TO THIS JOB
FOUNDATION INS
INSPECTOR
INITIALS
COMMENTS:
Footings/Caissons
Stemwall / (CEG) Encased Ground
a
Reinforcing or Mon
Weatherproof/ Fre
Drain
Sewer Service Lines
Water Service L
ines
POUR NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
CONCRETE SLAB FLOOR
Electrical (Underground)
Plumbing (Underground)
Heating (Underground)
UU rvU I rUUK rLUUK UN I IL ABOVE "AS GEEN SIGNED
ROUGHS
Sheathing
Lathe/Wall tie
Mid-Roof
Electrical Service
Rough Electric
Rough Plumbing
Gas Piping
Rough Mechanical
ABOVE
INSPECTIONS TO BE SIGNED PRIOR TO PF
Framing
Insulation
_
Drywall Screw
FINALS
Electrical
Plumbing
Mechanical
Roof
Building Final
Fire Department
R.O.W & Drainage
INSPECTIONS FI
Parking & Landscaping
SHOULD BE CAI
"'NOTE: ALL ITEMS MUST BE COMPLETED AND APPROVED BY PLANNING AND
CERTIFICATE OF OCCUPANCY IS ISSUED. FINAL INSPECTION BY THE BUILDING
OF A CERTIFICATE OF. OCCUPANCY.. NOR. PERMI SS
18/23/89 4111 7:53nAN1 Hlucdbb
_Alan Parkes
_.RECEIPT NNOB883879
AMOUNT
BPSP Reroof 13 sqs
158.89
893688
Permit Fee
18A.3B
Use Tax
42.59
PAYMENT RECEIVED
AMOUNT
MC 4321
Auth Cade:
158.89
888238
_ TOTAL
158.89
LONIN(ar uurLUnrv .-.n... s
DIVISION DOES NOT CONSTITUTE
AUTHORIZA TION
ION. FOR.. OCCUPANCY
-
OCCUPANCY NOT PERMITTED UNTIL CERTIFICATE OF OCCUPANCY IS ISSUED
--P...ROT-EC-T-TMI-S-CAR -D-F-ROM-TH€ WEAT-HrI m------
~Ilk 441
City of
Wheat P Date.
COMMUNITY DEVELOPMENT Permit#:L~
Building Division
7500 W. 29"' Ave., Wheat Ridge, CO 80033
Office: 303-235-2855 Fax: 303-237-8929
Inspection Line: 303-234-5933
Building PemTit Application
Property Address:
Property Owner (please print):
Mailing Address: (if different than property address) ,
Address: Q a~
City, State, Zip:
Contractor., K t (:r~r 19 9-j- V jet rf) dc' D u e
License N: O 2 -
Use of 'IF ace (descripti~on,^):~•
Descrip n work, 1.Y1~1' of r / r,Q. VGUjr 1
6 f l ~ JE1 V- Plan Review (due et ti»ta Olsubmyhd); i
S .Ft.tL.Ftadded: squares BTU's ll Ova Gallons Amps
OWNEWONTRACTOR SIGNATURE OF UNDERSTANDING AND AGREEMENT
I hereby certify that the setback distances proposed by this permit application are accurate, and do not violate applicable ordinances
rules or regulations of the City of Whest R a or covenants. easements or restrictions of rewrd~ that as meesuremento shown, arm
allegations trade are accurate; that I hove read and agree to abide ail conditions printed on this application and that 1 assume full
reaponslbllity for compliance wryh the Wheat Ridge Building Code (I byyy .6.C) and 911 other applicable Whest Ridge Ordinances, for work
un401. the permit, Plons subject to field InapeCUOn.
CIRLCE ONE:: (OWNER) (CO ACTOR) or PERSONAL REPRESS TATIVE of (OWNER) (CONTRATOR)
1BIdINAME: Al" 2244 SIGNATURE, ~ el,&s Date:
DEPARTMENT USE ONLY
ZONING COMMENTS:
Zoning:
Ratdavrer.
PUBLIC WORKS COLVAM1Y:
Reviewer.
BUILDING IMPARTINEW COMMENTS: OCCUPANCY:
Reviewer.
tME DEPAKTMENT:: ❑ approved W comments ❑ dtsapprnved ❑ no review required Bldg Valuation: S
Credit Card Pay ent: V a credit card /isted on fl/e. Date:
Print name: r/ Signature:
. - - oo-.
I' LL0099LEOE d?J07=_00?J Wd6TtII 6002 22 zD0